sor 5-08 dcsem r

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1. - EARTH WORKS

S.No. DESCRIPTION OF ITEM UNIT RATE

1.1 Earth work Excavation in foundations in all soils other than soft and hard Cu.m 209.00 rock upto a depth not exceeding 1.5 m.including shoring and dewatering,if necessary and refilling around foundations and plinth with selectedexcavated earth in layers not exceeding 250 mm, consolidating etc. anddisposing surplus earth within a distance of 50 m.

1.2 Extra over Item No.1.1 for each Additional depth of 1.5 m or part thereof. Cu.m. 29.00

1.3 Earth work excavation in foundation in soft rock upto a depth not Cu.m. 315.00 exceeding 1.5 m. including shoring, dewatering if necessary anddisposing the surplus excavated materials within a distance of 50 m.

1.4 Extra over Item No.3 for each additional depth of 1.5 m. or part thereof. Cu.m. 51.00

1.5 Excavation in foundation in Hard rock by Blasting upto a depth not Cu.m. 423.00 exceeding 1.5 m, including dewatering if necessary and stacking ordisposing within a distance of 50 m.

1.6 Excavation in foundations in Hard rock by chiseling upto a depth Cu.m. 920.00 not exceeding 1.5 m including dewatering if necessary, stacking ordisposing within a distance of 50 m.

NOTE: In respect of items 1,3,5 and 6 reasonable working slopes/spaces asdemanded by site conditions shall be authorised by the Engineer-in-Charge. Such authorised additional quantities shall also be consideredfor payment.

1.7 Extra over item 5 & 6 for each additional depth of 1.5 m. or part thereof. CU.M 32.00

1.8 Earth work excavation over areas, in all soils excepting soft and hard CU.M 164.00 rock and disposing and leveling the soil within a distance of 50m asdirected

1.9 Earth work excavation over areas in Soft rock and disposing and CU.M 274.00 leveling the soil within a distance of 50 m. as directed.

1.10 Excavation over areas in Hard rock and stacking or disposing the soilwithin a distance of 50 m as directed.

a) By Blasting. Cu.m 387.00 b) By Chiseling. Cu.m 850.00

1.11 Excavation in Trenches, for pipes and Sewers in all soils excepting Cu.m 214.00 soft and hard rock upto a depth not exceeding 1.5 m including shoringand dewatering if necessary and refilling in trenches with selectedexcavated material in layers not exceeding 25 cm. consolidatingetc.and disposing the surplus earth within a distance of 50 m.

1.12 Extra over Item No.1.11 for each additional depth of 1.5 m.or part thereof. Cu.m. 29.00

1.13 Excavation in trenches, for pipes and sewers in Soft rock upto a depth Cu.m. 348.00 not exceeding 1.5 m including shoring dewatering if necessary andrefilling in trenches with selected excavated materials and disposingthe surplus earth within a distance of 50 m.

1.14 Extra over item 13 for each additional depth of 1.5 m or part thereof. Cu.m. 24.00

1.15 Excavation Trenches,for pipes and sewers in Hard rock by Blasting Cu.m. 468.00 upto a depth not exceeding 1.5 m. including dewatering, if necessary,stacking or disposing excavated materials within a distance of 50 mas directed.

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S.No. DESCRIPTION OF ITEM UNIT RATE 1.16 Excavation in Trenches for pipes and sewers in Hard rock by chiseling Cu.m. 970.00

upto a depth not exceeding 1.5 m including dewatering if necessarystacking or disposing excavated materials within a distance of 50 mas directed.

1.17 Extra over Item 15 and 16 for each additional depth of 1.5 m. or part Cu.m. 29.00 thereof.

1.18 Lead charges for Item Nos.1, 8, 11 for additional lead of every 50 M or Cu.m 72.00 part thereof a maximum of 300 m, by Head load.

1.19 Lead charges for Item Nos.3, 5, 6, 9,10,13,15 and 16 for additional Cu.m 109.00 lead of every 50 m or part thereof over the initial lead of 50 m upto amaximum of 300 m, by Head load.

1.20 Lead charges for the 1st 1 km. or part thereof,by mechanicaltransport, including loading, unloading, stacking\levelling etc.

a) For Soil. Cu.m 135.00 b) For Rock Cu.m 217.00

1.21 Lead charges,by mechanical transport for lead exceeding 1 km. but notexceeding 2 km. Including loading,unloading,stacking/ leveling etc.

a) For Soil Cu.m. 153.00 b) For Rock Cu.m 244.00

1.22 Lead charges,by Mechanical transport for lead exceeding 2kms. but notexceeding 3 kms. including loading,unloading,stacking/ leveling etc.

a) For Soil Cu.m 169.00 b) For Rock Cu.m 270.00

1.23 Lead charges,by mechanical transport for lead exceeding 3 kms. but notexceeding 4 kms. including loading, unloading, stacking/leveling, etc.

a) For Soil Cu.m 185.00 b) For Rock Cu.m 295.00

1.24 Lead charges,by mechanical transport,for lead exceeding 4kms. but notexceeding 5 kms. Including loading,unloading,stacking/ leveling etc.

a) For soil cu.m 200.00 b) For Rock cu.m 320.00

1.25 Lead charges,by mechanical transport,for lead of every 1 km.or partthereof over 5 Kms.lead under Item 24 above.


1.26 Lead charges for the 1st 50 m or part thereof,by Head load,includingloading, unloading, stacking/ leveling etc.


NOTE The rates in respect of Item Nos.1.18 to 1.26 are applicable for the NETQuantities arrived at after making deductions for voids @ 20% inrespect of soils and @ 50% in respect of Rock from the correspondingstack/ truck measurements.

1.27 Providing and injecting chemical emulsion for PRECONSTRUCTION Sq.m 70.00 ANTI- TERMITE TREATMENT and creating a chemicals barrier underand alround the columns, pits, top surfaces of plinth filling,junctions ofwall & floor, along external perimeter of the building, surrounding ofpipes etc. complete. Note: The plinth area of building of ground flooronly shall be measured for payment.

* * *

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2. - CONCRETE (PLAIN & REINFORCED)

2.1 Cement concrete 1:5:10 using graded stone aggregate 40mm max. size Cu.m 2,722.00 including consolidation, finishing,curing etc.complete but excludingformwork as per specifications.

2.2 Cement concrete 1:4:8 using graded stone aggregate 40 mm max.size Cu.m 2,959.00 including consolidation, finishing,curing etc.complete but excludingformwork as per specifications.

2.3 Cement concrere 1:3:6 using graded stone aggregate 40 mm max.size Cu.m 3,255.00 including consolidation finishing,curing etc.complete but excludingformwork as per specifications.

2.4 Cement concrete 1:2:4 using grade stone aggregate 40mm max. size Cu.m 3,791.00 including consolidation, finishing,curing etc.complete but excludingformwork as per specifications.

2.5 Providing and laying Design Mix Reinforced cement concrete of M-15 byWeigh batching of following grades using graded stone aggregate of 20mm max. size including mechanical mixing and vibration, consolidation,finishing, curing etc. complete at all floors and heights/levels as perspecified and also including dewatering if any, but excluding cost offormwork, shuttering & steel reinforcement as per direction ofEngineer-in-charge.

a) In substructure (upto plinth level & below). Cum 4,005.00 b) In Superstructure (above plinth level) Cum 4,496.00

2.6 Providing & laying Design Mix Reinforced cement concrete of M-20 byWeigh batching of following grades using graded stone aggregate of 20mm max. size including mechanical mixing and vibration, consolidation,finishing, curing etc. Complete at all floors and heights/levels asspecified and also including dewatering, if any, but excluding cost of formwork, shuttering & steel reinforcement as per direction ofEngineer-in-charge.


2.7 Providing and fixing in position RCC Precast shelves and covers for Cu.m 7,110.00 pits etc.of grade M-15 using graded stone aggregate 20 mm max.sizeincluding formwork, consolidation, finishing with a coat of neat cementpunning on all surfaces,curing etc.complete as per specifications,butexcluding reinforcement.

ground floor.

2.8 Extra over rates for items 2.1 to 2.7 for additional LIFT of each floor Cu.m 1% of the above ground level. rate of respective

item at ground floor

considering 1% for every 4 m height or part thereof.

2.9 EXTRA for finishing concrete surfaces to F2 FINISH by filling form tie Sq.m 161.00 holes,removal of fins,ridges and irregularities by grinding,cleaning up ofloose adhering debris,etc. complete.

2.10 EXTRA for finishing concrete surfaces to F3 FINISH by filling form-tie Sq.m 280.00 holes,removal of fins,ridges and irrgularities by grinding,filling air holeswith sack rubbed finish including cleaning up of loose and adheringdebris etc.complete.

NOTE: The rates for items 2.1 to 2.7 are applicable for works in

NOTE: The LIFT CHARGES in clear storey areas shall be calculated

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S.No. DESCRIPTION OF ITEM UNIT RATE 2.11 EXTRA for finishing concrete surfaces to U3 FINISH by screeding, Sq.m 104.00

floating and applying a steel trovel finish to the surfaces of the concreteincluding repairs of abrupt and gradual irregularities exceeding 6 mm,finishing joints and edges of concrete with edging tool etc.complete.

2.12 Grouting the joints in masonry with neat cement slurry making Per bag 1,040.00 openings, closing the same etc.including cost of cement. of

cementNOTE: The rates in respect of reinforced concrete items do not cater for extra

cost involved in WEIGH BATCHING and intended only for volumetricbatching. In case weigh batching is specified proper rates for the samehave to be worked out and adopted in the estimate after approval byChief Engineer.

2.13 Providing & laying Design Mix Reinforced cement concrete of M-25 byWeigh batching of following grades using graded stone aggregate of 20mm max. size including mechanical mixing and vibration, consolidation,finishing, curing etc. complete at all floors and heights/levels as specifiedand also including dewatering, if any, but excluding cost of form work,shuttering & steel reinforcement as per direction of Engineer-in-charge.


2.14 Providing & laying Design Mix Reinforced cement concrete of M-30 byWeigh batching of following grades using graded stone aggregate of 20mm max. size including mechanical mixing and vibration, consolidation,finishing, curing etc. complete at all floors and heights/levels as perspecified and also including dewatering, if any, but excluding cost of formwork, shuttering & steel reinforcement as per direction ofEngineer-in-charge.


2.15 Providing & laying Design Mix Reinforced cement concrete of M-35 byWeigh batching of following grades using graded stone aggregate of 20mm max. size including mechanical mixing and vibration, consolidation,finishing, curing etc. complete at all floors and heights/levels as specifiedand also including dewatering, if any, but excluding cost of form work,shuttering & steel reinforcement as per direction of Engineer-in-charge.


2.16 Providing and fixing precast cement concrete jalli 50 mm thick of Sq.m 750.00 approved design & pattern of approximate size 900 x 600 mm from thestandard jalli patterns available in the market using RCC mix 1:1.5:3as per specifications, set in cement mortar 1:3, close jointed and 13.18 OK

pointed with cement paste including form work, supplying and fixingm.s. reinforcement , finishing the surface smooth, curing, scaffolding,hoisting, erecting an fixing in position etc. complete generally as perspecifications and drawings.

* * *

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3. - FORM WORK

3.1 Providing Centering and Shuttering using Timber Planks includingstrutting and proping etc.upto 1st floor level (not exceeding 4 m height)and removal of the same for in-situ reinforced concrete and in plainconcrete work including close hacking of exposed concrete surfaces etc.complete.

a) Foundations,footings,base of columns plinth beams,flooring,machine Sq.m 131.00 foundations, bed blocks, window cills,copings and mass concrete.

b) Columns,pillars,posts, struts,mullions etc. Sq.m 181.00

c) Sides and soffits of beams, beam haunchings lintels, cantilever, girders, Sq.m 200.00 bressumers, soffits of suspended floors, roofs, landings, balconies,chajjas, etc.

d) Walls,partitions and the like including attached pilasters etc. Sq.m 181.00

e) Facias, drop walls, pardis, vertical and horizontal fins individually or Sq.m 263.00 forming box louvers and bands, staircase etc.

3.2 Providing,Centering and shuttering using PLYWOOD BOARDS (instead

of timber planks)so as to produce neat form finished concrete surfacesnot requiring plastering,including strutting and propping etc.up to 1stfloor level (not exceeding 4 m height) and removal of the same andincluding removal of fins and abrupt irregularities, illing of holes left byform ties & rods,cleaning up of loose, and adhering debris etc.complete.

a) Columns, pillars, posts, struts, mullions etc. Sq.m 221.00

b) Sides and soffits of beams, beam haunchings,lintels, cantilever, girders, Sq.m 238.00 bressumers, soffits of suspended floors, roofs, landings, balconies, chajjas.

c) Walls, partitions and the like including attached pilasters etc. Sq.m 221.00

d) Facias, drop walls, pardis, vertical and horizontal fins individually or Sq.m 303.00 forming box louvers and bands, staircase, etc.

3.3 EXTRA over item Nos.3.1 and 3.2 for providing form work and centering Sq.m 1% of the ABOVE 1st FLOOR level for every suspended floor other than clear rate per floor storey areas.

NOTE: For CLEAR STOREY areas of height more than 4 M special rates for formwork will have to be worked out and adopted after approval of Chief Engineer.

* * *

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S.No. DESCRIPTION OF ITEM UNIT RATE 4. - REINFORCEMENT AND STRUCTURAL STEEL

1 REINFORCEMENT with HIGH YIELD STRENGTH DEFORMED BARS (TMT

BARS) of Grade Fe 415/Fe 500 conforming to IS 1786 for Reinforced Cement

Concrete at all levels including supplying, cutting, bending, fixing tying in

position with 1.6mm dia soft drawn annealed binding wire etc. complete

including cost of binding wire as per specifications.

a) Supplied by Department Fe 415 grade

i) Upto and inclusive of 16mm dia using TMT bar Tonne 59,300.00

ii) Above 16 mm dia using TMT bar Tonne 55,300.00

b) Supplied by Contractor Fe 415 grade



c) Supplied by Department Fe 500 grade



d) Supplied by Contractor Fe 500 grade



NOTES

i) BINDING WIRE required for the work will have to be supplied by the

contractor at their own cost & will not be measured for payment.

ii) Reinforcement steel of Grade Fe 415/Fe 500 conforming to IS 1786 TMT

bars shall be supplied from M/s. SAIL or M/s. TATA STEEL or M/s. Rashtriya

Ispat Nigam Ltd or M/s. Indian Iron & Steel Co. Ltd from their own plants rolled

from virgin material to be procurred directly or from their authorised dealers and

not from rerollers or conversion Agents.

iii) The contractor shall supply copy of Documentary evidence of purchase of

steel, Test Certificate from these firms and also testing from third party from

approved laboratory to be arranged at no extra cost.

2 Structural steel work at all levels including supplying, cutting,

fabricating, welding, erecting & fixing in position including

painting with a primer cost of approved steel primer.

a) Structural steel sections (Angles, Flats, Tees, Channels up to

300 mm, joists upto 350mm etc.)

i) Supplied by Department Tonne 66,900.00

ii) Supplied by Contractor Tonne 74,300.00

b) Structural steel Channels above 300 mm and joists above 350mm.

i) Supplied by Department Tonne 68,900.00

ii) Supplied by Contractor Tonne 76,500.00

3 Structural steel work at all levels in M.S Plain and Chequered Plates, including

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supplying, cutting, fabricating, welding, erecting & fixing in position including

painting with a primer coat of approved steel primer.

a) Structural steel (M.S Plains & Chequered Plates) supplied by Department. Tonne 56,400.00

b) Structural steel (M.S Plain and Chequered Plates) supplied by Contractor. Tonne 62,300.00

NOTE I) The rates indicated above are based on the issue rates for steel materials

as indicated below:

ii) Structural steel conforming to IS 2062 shall be supplied rom M/s. SAIL or

M/s. TATA STEEL or M/s. Rashtriya Ispat Nigam Ltd or M/s. Indian Iron &

Steel Co. Ltd from their own plants rolled from virgin material to be procured

directly or from their authorised dealers and not from rerollers or conversion

Agents.

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iii) The contractor shall supply copy of Documentary evidence of purchase of

steel, Test Certificate from these firms and also testing from third party from

approved laboratory to be arranged at no extra cost.

iv) Welding weights, connections, bolts and nuts shall not be measured for

payment but the cost of which shall be deemed to have been included in the rate.

v) All holes will be made by drilling only Gas cutting of hole will not be

permitted.

vi) Electrodes manufactured by M/s. Advani Oerlikon, ESAB India, Oxygen

and D& HSECHERON only shall be used.

4 Labour charges only for fabricating structural steel work including plates at all Tonne 8,900.00

levels including transporting to site of work from Dept. Stores, cutting to required

size, fabricating including welding as required, erecting in position, cost of

electrodes, gas, necessary scaffolding, painting with a coat of approved steel

primer etc. complete.

ISSUE RATES BY THE DEPARTMENT

S.N Material Unit Issue Rate

1 HYSD Bars using TMT Bars up to and including 16mm dia. Tonne 49,000.00

2 HYSD Bars using TMT Bars above 16mm dia Tonne 45,000.00

3 Structural steel sections (Angles, flats, Tees, Channels up to 300 mm and Tonne 56,000.00

joists up to 350mm etc.)

4 Structural Steel Sections (Channels above 300 mm and joists above 350mm ). Tonne 57,200.00

5 M.S. Plates (Plain and Chequered plates). Tonne 46,200.00

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5. BRICK MASONRY

5.1 Brick work using bricks as specified in Foundations and Plinthincluding curing,raking out joints above ground level, simultaneouspointing below ground level,etc.complete as per specifications.

a) Using cement mortar 1:4 Cu.m 2,921.00 b) Using cement mortar 1:6 Cu.m. 2,728.00

5.2 Brick work using bricks as specified including scaffolding raking out joints,curing etc.complete as per specifications,in Superstructure in ground floor.

a) Using cement mortar 1:4 Cu.m 3,367.00 b) Using cement mortar 1:6 Cu.m 3,174.00

5.3 Extra for brick work, for every additional Lift of one floor in Cu.m 1% of the superstructure above the ground floor (for item 5.2 above). rate of respective

item at ground floor

5.4 Half Brick masonry using bricks as specified in partition walls in cement Sq.m 395.00 mortar 1:4, including scaffolding raking out joints,curing etc. completeand with stiffeners of reinforced cement concrete 1:2:4 (105 mm x 75mm)size at every 900 mm height including form work, close hacking ofconcrete after removal of form work, curing etc.complete as perspecifications,but excluding reinforcement.

Note: Reinforcement will be measured and paid for separately under relevantitem of schedule.

5.5 Half brick masonry using bricks as specified,in cement mortar 1:4 Sq.m 346.00 including curing, raking out joints,etc.complete as supports to Kitchenplatform, shelves, cupboards, flower beds etc.

5.6 Bricks masonry 75 mm thick using bricks as specified, in cement Sq.m 256.00 mortar 1:4 including curing,raking out joints etc. complete.

5.7 Extra for items 4 to 6 above for each additional lift of one floor Per 1% of the above ground floor. floor rate of

* * * per respective Sqm item at G. Fl.

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6. - STONE MASONRY

6.1 Random rubble masonry using spotless black trap or approved local Cu.m 2,666.00 stone in foundation and plinth,in cement mortar 1:6,including rackingout joints or simultaneous flush pointing above ground level/ plinthlevel,curing etc. complete.

6.2 Random rubble masonry using spotless black trap or approved local Cu.m 3,166.00 stone in Super- structure in cement mortar 1:6 including scaffolding,raking out joints or simultaneous flush pointing, curing etc. complete.

6.3 Extra for stone masonry in Superstructure for additional lift of each Per 1% of the floor above ground floor. floor rate of

per respective * * * cum item at G. Fl.

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7. - FLOORING

7.1 Filling under floors,with Murrum brought from outside sources, Cu.m 211.00 spreading in 200 mm thick layers,watering,consolidating to 150 mmthickness and finished to the desired levels etc. complete.

7.2 Filling under floors with screened selected Sand including spreading, Cu.m 888.00 watering, ramming consolidating, finishing to levels etc.complete.

7.3 Rubble stone Hard core using spotless stones below floor,ofconsolidated thickness as indicated below with stones vertically handset,interstices packed with smaller stone chip, blinding with murrum,watering, consolidating and finishing to level etc. complete.

a) 150 mm thickness Sq.m 122.00 b) 230 mm thickness Sq.m 167.00 c) 300 mm thickness Sq.m 216.00

7.4 Cement concrete Flooring (IPS) with cement concrete of mix 1:2:4,with graded stone aggregate of 10 mm max.size laid to proper level orslope in alternate bays,rammed and finished smooth,includingproviding Glass dividing strips, curing etc.complete as specified.

a 30 mm thick. Sq.m 158.00 b 40 mm thick. Sq.m 181.00 c 50 mm thick. Sq.m 205.00

7.5 Concrete floorings(IPS) with cement concrete 1:2:4 with graded stoneaggregate of 10mm max.size laid to level or slope in alternate bays,rammed and finished smooth including providing Aluminium dividingstrips of size 25mm x3mm thick curing etc.complete as specified.

a) 40 mm thick. Sq.m 205.00 b) 50 mm thick. Sq.m 233.00

7.6 Cement concrete finish (IPS) to Treads of staircase,with cement Sq.m 211.00 concrete 1:2:4,40 mm thick,using graded stone aggregate of 10 mm maximum size laid to proper levels,ramming, finishing smooth, curing,cost of formwork, etc.complete.

7.7 Cement concrete flooring 50 mm thick consisting of 38 mm thick cementconcrete 1:2:4 with 10 mm size aggregate as under- layer,and 12 mmthick wearing surface with METALLIC FLOOR HARDNER cement beingmixed with metallic floor hardner of approved quality and make inproportion of 4:1 (4 cement: 1 Metallic floor hardner)by weight andcement hardner compound mixed with 6 mm down graded stoneaggregate in the ratio of 1:2 by volume including,ramming,finishing,torequired levels or slope, pro viding, dividing strips, curing etc.completegenerally as re- commended by the manufactures.

a) With glass dividing strips of size 36 mm x 3 mm. Sq.m 305.00 b) With aluminium dividing strips of size 25 mm x 3 mm. Sq.m 361.00

7.8 Kota stone flooring/skirting, using 25mm to 30mm thick hand cutsingle machine polished kotah stone slabs laid over 20 mm thickmortar,close jointed and pointed with matching cement slurry finishedto levels,slope or plumb as required and cured etc.complete.

a) In flooring with lime mortar 1:2 bedding and with machine polishing after Sq.m 799.00 laying.

b) In Skirting with 20 to 25 mm thick stone slabs over cement mortar 1:3 Sq.m 888.00 backing,with exposed edge machine cut and surfaces hand polishedafter laying.

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S.No. DESCRIPTION OF ITEM UNIT RATE 7.9 Kota stone Treads and Risers using machine cut double machine

polished kota stone slabs laid over 20 mm thick mortar bedding,closejointed and pointed with matching cement slurry finished tolevels, slope or plumb as required and cured etc. complete.

a) For Treads, 25 to 30 mm th. approximate over cement mortar 1:4 Sq.m 910.00 bedding with all exposed edges machine cut and surfaces hand polishedafter laying.

b) For Risers 20 to 25 mm thick over cement mortar 1:3 backing with Sq.m 888.00 all exposed edges machine cut and surfaces hand polished after laying.

7.10 Providing and laying 50 mm thick (average)rough Shahabad Stone in Sq.m 333.00 foot path/Pavement with 20 mm thick cement mortar 1:4 bedding andpointed with cement mortar 1:3.

7.11 Providing and laying hydraulically pressed Neutral colour Terrazo tiles offollowing sizes of approved make laid over 20 mm thick mortar bedding,close jointed and pointed with matching cement slurry and finished tolevels,slope or plumb as required,cured and polished etc.complete.

a) In Flooring with cement mortar 1:4 bedding and with machine polishing.i) Using 250x250x20 mm tiles. Sq.m 389.00 ii) Using 300x300x25 mm tiles. Sq.m 416.00

b) In Skirting with cement mortar 1:3 backing and with hand polishing.i) 250 x 125 x 20 mm tiles. Sq.m 427.00 ii) 300x150x25 mm tiles. Sq.m 450.00

7.12 Providing and laying precast Terrazo treads hydraulically pressed with Sq.m 511.00 grooves and nosing in neutral shades 35 mm to 40 mm thick, laid on 1:3cement mortar bedding, including curing, hand polishing etc. complete.

7.13 Providing and laying Neutral shade 20 mm thick precast Terrazo risers Sq.m 405.00 hydraulically pressed, over 1:3 cement mortar backing including curing,hand polishing etc.complete.

7.14 Providing and laying 40 mm thick Cast-In-Situ Terrazo flooring,in neutralcolour, rubbed and machine polished, under layer 28 mm thick withcement concrete 1:2:4 using 10 mm max.size graded stone aggregate,and top layer 12 mm thick with marble chips of approved colour and ofsize as required laid in cement marble powder mix 3:1(3 cement, 1marble powder)by weight in proportion of 2:3 (2 cement marble powdermix,3 marble chips )by volume including finishing to required levels,slope or plumb,curing and machine polishing etc.complete.

a) Without dividing strips Sq.m 447.00 b) With Aluminium dividing strips of size 25 mm x 1.6 mm thick. Sq.m 494.00

7.15 Providing and laying 20 mm thick Cast-in-situ Terrazo Skirting/Dado inNeutral colours,rubbed and hand polished with under layer 12 mm thickcement mortar 1:3 and top layer 8mm thick marble chips of approvedcolour and of size as required laid in cement marble powder mix 3:1 (3cement,1 marble powder) by weight in proportion of 2:3 (2 cementmarble powder mix, 3 marble chips) by volume including finishing toplumb, rounding of junctions with floor etc.complete as per specifications.

a) Without dividing strips Sq.m 444.00 b) With Aluminium dividing strips of 1.6 mm thick. Sq.m 494.00

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S.No. DESCRIPTION OF ITEM UNIT RATE 7.16 White/Coloured Glazed Tile Flooring / Dado using 150 mm x 150mm x

6mm thick or 200mm x 100mm x 6mm thick glazed tiles 1st quality(Somani Pilkington/ Johnson/Eastern Ceramics) with necessary specialsetc.over 20 mm thick cement mortar 1:3 bedding,close jointed andpointed with matching white/ coloured cement slurry and finished tolevels slope or plumb as required including cutting of tiles, curing, acidwashing etc.complete.

a) Flooring using 150x150 mm tiles.i) White. Sq.m 577.00 ii) Coloured. Sq.m 611.00

b) Flooring using 200 x100 mm tiles.i) White. Sq.m 577.00 ii) Coloured. Sq.m 611.00

c) Dado using 150x150 mm Tiles.i) White. Sq.m 694.00 ii) Coloured. Sq.m 738.00

d) Dado using 200x100 mm tiles.i) White. Sq.m. 771.00 ii) Coloured. Sq.m. 788.00

7.17 Non Slippery Ceramic tile flooring/dado using 6 mm thick matt finishedceramic tiles of sizes as mentioned below,1st quality ("SPARTEK"orother approved equivalent)over 20 mm thick cement mortar 1:3 bedd-ing, close jointed and pointed with matching cement slurry using whitecement pigment mixed with, finished to levels slope or plumb asrequired including cutting of tiles, curing,acid washing etc. complete.

a) For Flooring.i) With tiles of size 100 x200 x 6 mm and 300 mm x 200mm x 6mm. Sq.m 749.00 ii) With tiles of size 200x300x 6mm and 300mm x 300mm x 6 mm. Sq.m 760.00

b) For Dado/Skirting.i) With tiles of size 100mm x200 mm x 6mm and 200 mm x 200mm x 6 mm. Sq.m 877.00 ii) With tiles of size 200mm x 300mm x 6mm and 300mm x 300 mm x 6 mm. Sq.m 888.00

7.18 Cement Tile Flooring/Skirting using machine pressed plain cement tilesof size 250mm x 250mm x 20mm thick laid over 20 mm thick mortar beddingclose jointed and pointed with matching cement slurry, finished to levels,slope or plumb as required,including curing, polishing etc. complete.

a) In flooring with cement mortar 1:4 bedding and machine polishing. Sq.m 405.00 b) In skirting(using half tile) with cement mortar 1:3 backing and hand Sq.m 408.00

polishing.

7.19 Providing and laying/fixing in position 20 mm thick machine polishedgranite slabs of approved colour and quality including machine / handcut,polishing, buffing the edges all in line, level, (Curvature corners ifrequired) in cement mortar 1:3 with best workmanship, finishing, curing,complete in platforms, shalves, wash basin, cills, jambs, facias etc.

a) Black shade Sq.m 2,997.00 b) Other shades Sq.m 4,218.00

7.20 Marble stone 20 mm thick,over base of mortar,laid and jointed withcement slurry including rubbing and polishing etc.complete.

a) Flooring over 20 mm average thickness base of lime mortar 1:2i) Adanga Sq.m 1,110.00 ii) White Sq.m 1,554.00

b) Dado, Sills, Jambs or other similar works over base of cement mortar 1:3, 20 mm thick.i) Adanga. Sq.m 1,221.00 ii) White. Sq.m 1,665.00

7.21 Cement Plaster 20 mm thick in skirting and risers to steps with Sq.m 167.00

DCSEM SOR 2008 : 14 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE cement mortar 1:3 finished with a coat of neat cement includingrounding of junctions with floor where necessary curing etc.complete.

7.22 Cuddapah stone slab overKitchen Platform etc.using 25 mm to 20 mm Sq.m 722.00 thick machine cut double machine polished slabs in single piece uptoa maximum length of 1.80 metres laid over 3 mm thick cement mortarbedding 1:4 finished to proper levels,cured etc.complete.

7.23 Cuddapah stone for Window cills,using 25 mm thick Cuddapah Sq.m 722.00 stone,with exposed edges machine cut,double machine polished laidover 20 mm thick cement mortar bedding 1:4 close jointed and pointedwith matching cement slurry, finished to proper levels, hand polishingafter laying, curing etc.complete.

7.24 Extra over Item No.7.6 above for forming nosings for Treads to the Metre 29.00 required shape using cement mortar 1:3 finishing neat asdirected, curing etc. complete.

7.25 Providing and laying 2 mm thick asbestos/Quartz rein forced VINYL TILES of approved

colour,pattern and design, (plain or design)for flooring, skirting/dado laid on existing smooth

cement concrete flooring or cement tile flooring with suitable adhensive as per manufacturer's

specifications, close jointed and finished to proper levels,slope and plumb as directed

etc.complete generally as per manufacturer's specifications.

a) Using Asbestos Vinyl Tiles 'MARBLEX'or equivalent. Deleted b) Quartz reinforced Vinyl Tile 'RIKVIN' or equvalent. Deleted.

7.26 Providing and laying POLYVNYLCHLORIDE(PVC) TILES manufactured byM/s.BHOR/ PREMIER or other approved equivalent,of thickness specifiedbelow, of approved colour, pattern and designs,for flooring, skirting / dadolaid on existing smooth cement tile or concrete or plastered finsih, withsuitable adhesive as per manufacturer's specifications, close jointed andfinished to proper bends,slope and plumb as directed etc.completegenerally as per manufacturers' specifications.

Using 2 mm thick tiles

i) With 0.5 mm hard wearing `Vynatile`or equivalent. Sq.m Deleted ii) With 1.0 mm hard wearing surface`Vynatile`or equivalent. Sq.m Deleted

iii) With 2 mm thick heavy duty solid Vinyl tiles`ROBUST` or equivalent. Sq.m 377.00

7.27 LABOUR CHARGES ONLY FOR LAYING abestos/Quartz Reinforced Vinyl tiles 2 mm thick Deleted supplied by the Deptt.of approved colour,pattern and design,for flooring,skirting/dado laid on

existing smooth cement concrete flooring or cement tile flooring with suitable adhesive as per

manufacture's specifications,close jointed and finished to proper levels, slope and plumb as

directed, including transporting of tiles to site from the departmental stores,cutting of tiles as

required etc.complete generally as per manufacturer's specifications.

7.28 LABOUR CHARGES ONLY FOR LAYING polyvinylchloride (PVC) Sq.m 89.00 tiles 2 mm thick supplied by the Dept. for flooring, skirting/ dado laidlaid on existing smooth cement tile or concrete or plastered finish,withsuitable adhesive as per manufacturer's specifications, close jointedand finished to proper levels, slope and plumb as directed,includingtransportting of tiles to site from the Deptt. stores,cutting of tiles asrequired etc. complete generally as per manufacturer's specifications.

7.29 Providing and fixing Epoxy Based Jointless flooring (Famaflor orequivalent) over existing flooring such as concrete tiles, wood, metaletc. formulated out to required levels, thickness, slopes and finishedsmooth or rough including curing, preparing surfaces such as fillingholes, cracks, joints, wherever necessary by epoxy based trowellingcompound, cost of all materials and labour as per manufacturer'srecommendation and as specified.

DCSEM SOR 2008 : 15 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE a) Famaflor self levelling floor:i) Type SL - 3 mm thick Sq.m 1,709.00 ii) Type SLE - 2 mm thick Sq.m 1,343.00

b) Famaflor industrial flooring:i) Type NN - 4 mm thick Sq.m 1,530.00

c) Famaflor antistatic flooring:i) Type AT - 3 mm thick Sq.m 2,937.00

d) Famaflor heavy duty epoxy mortar:i) Type N - 8 mm thick Sq.m 214.00

7.30 Moulding (half round mould) the sides, edges and polishing the sides R.M 133.00 after moulding etc. complete for granite/kota stone slabs and all asper the direction of the Engineer-in-charge

* * *

8. - ROOFING (Chapter under revision)

8.1 Fixing only asbestos cement CORRUGATED/ SEMI- CORRUGATED Sq.m 35.00 SHEETS, 6 mm thick in roofing including all overlaps,mitring,cutting

sheets as required etc.complete(Asbestos cement sheets,galvanized

iron J or L hooks,bolts,nuts 8 mm dia.G.I. plain and bitumen washers

to be supplied by the Department free of cost).

8.2 Same as above but inclusive of cost of A.C.Sheet. Sq.m 220.00

8.3 Fixing only asbestos cement CLRRUGATED SHEETS 6 mm thick Sq.m 41.00 including all ov erlaps,mitring,supplying and fixing necessary J or L

Hooks,bolts, nuts,and bitumen washers as per manufacture's code of

practice and cutting the asbestos as required etc.

complete.(Asbestos cement sheet only to be supplied by Department

free of cost).

8.4 Same as above but inclusive of cost of A.C.Sheets. 225.00

8.5 Fixing only asbestos cement close fitting serrated adjustable 20.00 RIDDGES including overlaps,cutting ridges if required etc. complete

(Asbestos cement ridges to be supplied by the Department free of

cost).

8.6 Same as above but inclusive of cost of A.C.close fitting ridges. Metre 210.00

8.7 Fixing only asbestos cement socketed half round EAVES GUTTER

with bolts,nuts,bitumen washers,flat iron brackets, 40mm x 3mm size

including as asbestos rope and bitumastic jointing compound etc.

complete.(Asbestos caves gutter to be supplied by the Department

free of cost).

i) 150 mm nominal size Metre 47.00

ii) 225 mm nominal size Metre 60.00

8.8 Same as above but inclusive of cost of gutters and union clips.

i) 150 mm nominal size. Metre 155.00

ii) 225 mm nominal size Metre 215.00

8.9 Fixing only asbestos cement plain ended valley Gutters with

bolts, nuts, bitumen washers,flat iron brackets 40 mm x 3 mm size

including asbestos rope and bitumastic jointing compouns

DCSEM SOR 2008 : 16 / 90+17 :


etc.complete (Valley gutters to be supplied by the Department free of

cost).

i) 406 x 127 x 254 mm size. Metre 90.00

ii) 610 x 152 x 228 mm size. Metre 95.00

8.10 Same as above but inclusive of cost of Valley gutter and union clip.

i) 406 x 127 x 254 mm size. Metre 356.00

ii 610 x 152 x 228 mm size. Metre 411.00

8.11 Fixing only asbestos cement North Light/Ventilator Curves (BS 9 of Metre 20.00 M/s.Asbestos Cement Ltd.or equivalent) cutting curves if required

etc.complete.(Ventilator curves to be supplied by the Department free

of cost).

8.12 Same as above but inclusive of cost of North light/ventilator curves. Metre 192.00

8.13 Fixing only asbestos cement `S'Type Louvers with GI bolts, nuts,GI Metre 50.00 plain and bitumen washers etc.complete.(`S'type louvers to

be supplied by the Department free of cost).

8.14 Same as above but inclusive of cost of `S'type louvers. Metre 132.00

8.15 Fixing only asbestos cement special type Eaves Curves similar to SP Metre 20.00 680 of M/s. Asbestos Cement Ltd.,cutting curves if required

etc.complete.(Ventilator curves to be supplied by the Department free

of cost).

8.16 Hoisting,erecting and fixing in position steel TUBULAR TRUSSES Metre 50.00 with purlins,bottom ties,wind bracings etc.complete.(Tubular trusses,

purlins, bottom ties, wind bracings, base plate, bolts and nuts to be

supplied by the Department free of cost).

* * *

DCSEM SOR 2008 : 17 / 90+17 :


9. - WOOD WORK, DOORS, WINDOWS & PARTITIONS

9.1 Providing wood work with C.P. Teak wood in Frames for doors,windows, ventilators, clearstorey windows, false ceilings andpartitions etc.wrought, framed and fixed in position, including applyingone coat of approved wood primer to the exposed surfaces and twocoats of bituminous paint to the surfaces of frames in contact withmasonry/concrete etc.complete.

a) In frames of Doors, windows, Ventilators and clear-storey windowsetc.fixed with m.s. hold fasts of size 40x3 mm 400 mm long bent toshape embedded in cement concrete 1:2:4.

i) Using Ist class wood Cu.m 85,470.00 ii) Using IInd class wood Cu.m 80,253.00

b) In frames of False ceilings and Partitions etc.using Ist class wood. i) Using Ist class wood Cu.m 82,695.00 ii) Using IInd class wood Cu.m 77,700.00

9.2 Providing Wood work with best quality Secondary Species kiln Cu.m 38,850.00 seasoned and treated sal/deodar/poon/haldu etc.in frames ofdoors,windows,parition etc. wrought,framed and fixed in positionincluding applying One coat of approved wood primer to the exposedsurfaces and two(2)coats of bituminous paint to the surfaces of framesin contact with masonry/ concrete etc. complete.

2A) - do - using Malayasian or other Imported wood. Cu.m 40,515.00

9.3 Providing Wood work with 1st Class CP Teak wood in Trusses, Cu.m 102,120.00 Purlins,rafters,posts,post plates,wall plates and the like,wroughtframed,hoisted and fixed in position including applying one coat ofapproved wood primer to the exposed surfaces and two coats ofbituminous paint to the surfaces of wood work in contact withmasonry/concrete etc.complete.

3A Labour charges only for fixing wooden frame work (Chowkhat) fordoors/windows embedding chowkhats,providing and embeddingholdfasts in cement concrete blocks,painting two coats of bitumasticpaint to sides of frame, coming in contact with masonry making goodfloor, walls etc. complete but excluding cost of frame.

a) Door frames Each 311.00 b) Window frames Each 183.00

9.4 Providing and fixing in position Flush door shutters of Solid block boardcore,internally lipped,bonded with waterproof type synthetic resin,hotpressed with commercial ply finish on both faces including labour forfixing fittings & fixtures as per drg. / direction of EIC (cost of fittings &fixtures with screws shall be paid separately under relevant items),applying one coat of approved wood primer etc.complete.

i) With PHENOL FORMALDEHYDE Synthetic resin.a) 25 mm thick. Sq.m 1,066.00 b) 30 mm thick. Sq.m 1,143.00 c) 35 mm thick. Sq.m 1,221.00 d) 40 mm thick. Sq.m 1,282.00

ii) With CIBA - FFD Syntheic Resin with REB/A -HARDNER (i.e.REB/A Formaldehyde).a) 25 mm thick. Sq.m 1,010.00 b) 30 mm thick. Sq.m 1,021.00 c) 35 mm thick. Sq.m 1,043.00 d) 40 mm thick. Sq.m 1,110.00

DCSEM SOR 2008 : 18 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 9.5 Fixing only in position FLUSH DOOR SHUTTERS thickness varying from Sq.m 189.00

25 to 40 mm including labour for fixing fittings & fixtures as per drg. /direction of EIC (cost of fittings & fixtures with screws shall be paidseparately under relevant items / supplied by the Department Free ofcost.), applying one coat of approved wood primer etc.complete.

9.6 Extra over item No.9.4 above for providing 25 mm deep teak woodLipping in place of hard wood lipping along all edges of shutters.

a) For Single shutter Sq.m 261.00 b) For Double shutter Sq.m 361.00

9.7 Extra over Item No.9.4 / 9.6 above for providing shutters with decorative Sq.m 316.00 Teak Veneer(One side) finish in place of commercial ply finish.

9.8 Extra over Item No.4 for providing REBATE (labour chages) in meeting Sq.m 50.00 styles for Block board double shutter flush doors.

9.9 Providing Vision Panel in door shutters including making the Sq.m 2,531.00 opening,providing necessary teak wood frame work and fixing 3 mmglass with teak wood beading all round on both faces etc.complete.

9.10 Providing LOUVERED OPENING in door shutters including making Sq.m 3,247.00 the opening,providing and fixing teak wood louver blades withnecessary teak wood frame work and beading and applying one coatof approved wood primer etc.complete.

9.11 Providing and fixing 38 mm thick C.P.TEAK WOOD PANELLED DOORSHUTTERS consisting of 38 mm thick styles and rails, and 20 mm thickpanels jointed with tongue and groove joints including labour for fixingfittings & fixtures as per drg. / direction of EIC (cost of fittings & fixtureswith screws shall be paid separately under relevant items), applying onecoat of approved wood primer etc.complete.

a) Sq.m 3,330.00 b) Sq.m 3,108.00

9.12 Providing and fixing in position FACTORY MADE PANELLED DOORSHUTTERS frames made out of seasoned hard wood timber of followingthickness, styles and top rail 100 mm wide and lock, and bottom rail 175mm wide, with treated under vacuum pressure and kiln seasonedsecondary species timber with insert panels of 12 mm thick exteriorgrade veneered particle board including labour for fixing fittings &fixtures as per drg. / direction of EIC (cost of fittings & fixtures withscrews shall be paid separately under relevant items), applying one coatof wood primer etc.complete.

a) 25 mm thickness. Sq.m 1,332.00 b) 30 mm thickness. Sq.m 1,360.00 c) 35 mm thickness. Sq.m 1,388.00 d) 40 mm thickness. Sq.m 1,415.00

9.13 Providing and fixing 30 mm thick C.P.Teak wood fully glazed WindowShutters,consisting of 30 mm thick shutter frame,providing and fixingsheet glass of approved make with teak wood beading including labourfor fixing fittings & fixtures as per drg. / direction of EIC (cost of fittings &fixtures with screws shall be paid separately under relevant items),applying one coat of approved wood primer etc.complete.

i) With Ist class wooda) Using 3 mm Sheet glass Sq.m 1,809.00 b) Using 4 mm Sheet glass Sq.m 1,915.00

ii) With 2nd class wood

Using Ist class wood Using 2nd class wood

DCSEM SOR 2008 : 19 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE a) Using 3 mm Sheet glass Sq.m 1,737.00 b) Using 4 mm Sheet glass Sq.m 1,843.00

9.14 Providing and fixing Sheet Glass of approved make of followingthickness,fixed to window frames,partitions and doors etc.using firstclass teak wood beading with necessary screws, nails etc.complete.

a) 3 mm sheet glass Sq.m 888.00 b) 4 mm sheet glass Sq.m 999.00 c) 5 mm sheet glass Sq.m 1,071.00 d) 6 mm sheet glass Sq.m 1,249.00

9.15 Providing and fixing C.P.Teak wood Moulded beading (architrave) ofsize mentioned below around door and window frames with necessaryscrews, and painting with a coat of approved primer etc.complete.

i Using Ist class wooda) 40 x 10 mm size Metre 60.00 b) 20 x 10 mm size Metre 47.00

ii) Using 2nd class wooda) 40 x 10 mm size Metre 58.00 b) 20 x 10 mm size Metre 44.00

9.16 Providing and fixing Glass Louvers 3 mm thick, in grooves of window Sq.m 810.00 frames including cutting necessary grooves in frames,providingnecessary teak wood beading,but excluding cost of wooden frame.(Measurement will be based on window area).

9.17 Providing and fixing M.S.Guard Bars with M.S.Flat at required spacing Kg 49.00 in wooden frames of windows including cutting to required size,makingholes in frames etc.and painting with one coat of approved steel primeretc.complete.

9.18 Providing and fixing M.S.ORNAMENTAL GRILLS of required Kg 56.00 pattern in wooden frames of windows etc.with M.S.Flats includingwelding,round headed bolts and nuts,or screws and painting the grillwith one coat of approved steel primer etc. complete.

9.19 Supplying Steel Windows(frames and shutters) of following typesfabricated from Standard I.S.Sections with all necessary M.S.fittingsand fixtures but excluding glass and beading.

a) Side hung. Sq.m 1,110.00 b) Top hung. Sq.m 1,166.00

c) Centrally pivotted. Sq.m 1,443.00 d) Fixed. Sq.m 944.00

e) Louvered(fixed type excluding glass blades). Sq.m 1,055.00 f) Louvered with M.S.blades. Sq.m 1,388.00

9.20 Extra over Item No.9.19-a,b,c,d,e,f, for supplying Galvanised steel windows Sq.m 333.00

9.21 Extra over Item No.19 for providing Brass Fittings in place of M.S.fittings.a) Peg stay. Each 56.00 b) Handles. Each 56.00 c) Spring catch. Each 50.00

9.22 Fixing in position steel windows,ventilators,including louvered windowsto brick masonary walls or concrete members with necessary lugs/rawl plugs and screws etc.and supplying and fixing glass withnecessary putty/clips etc.including fixing of fittings,mastic filling andapplying One coat of approved steel primer etc.complete.

a) a) with 3 mm sheet glass of approved make. Sq.m 500.00

DCSEM SOR 2008 : 20 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE b) b)With 4 mm sheet glass of approved make. Sq.m 633.00

9.23 Extra for providing anodised Aluminium Beading of size 9.5 mm x 9.5 mm Metre 28.00 for fixing glass for steel windows with necessary screws etc.complete.

9.24 Extra for providing Rubber Lining for fixing glass to steel window etc. Metre 6.00

9.25 Providing Guard Bars for steel windows with 23 mm M.S.Square Barsat 100 mm c/c including welding and painting with a coat of approvedsteel primer etc.complete.

a) Straight. Metre 72.00 b) Zig zag. Metre 89.00

9.26 Providing and fixing in position aluminium doors,windows, ventilators,louvers,fixed glazing sliding windows North light glazing etc.with extrudedand integrated Bronze/ medium grey colour,anodised (15 micron)aluminium sections manufactured to relevant I.S. standard specificationsand glazing with plain glass, aluminium beading,PVC lining, brasscadmium plated screws, mastic filling,weather strips, nuts,washers etc.fixed on teak wood rough ground (25 mm x 75 mm size).

a Doors,fully glazed with 5.5 mm glass,formica finish push plates,floor Sq.m 4,856.00 spring concealed tower bolts,locking arrangements etc.

b Wall spans fully glazed with 4.80 mm glass. Sq.m 3,469.00 c Side,hung,windows fully glazed with 4 mm glass. Sq.m 3,802.00

d Fixed windows-supply glazed with 4 mm glass. Sq.m 2,498.00 e Louvered ventilators with fixed glass louvers 4 mm thick. Sq.m 2,081.00

f Louvered ventilators with operable glass louvers 4 mm thick. Sq.m 2,220.00 g Louvered ventilator with 16 G.aluminium louvered blades. Sq.m 3,469.00

h Sliding windows with sliding channel and 4 mm glass. Sq.m 3,108.00 i North Light glazing with 6 mm wired glass. Sq.m 2,081.00

9.27 Providing and fixing in position Aluminium Partitions, Doors, Windows, Kg 366.00 a) Ventilators, Louvers, Fixed Glazing, Sliding Windows, North light Glazing,

aluminium rough ground etc. with extruded and anodized (15 micron) tonatural Aluminium colour, Aluminium sections, anodized aluminiumsheets manufactured to relevant IS codes & using minimum 2 mm thick(or as specified) heavy sections JINDAL or approved equivalent makeincluding cost of providing required no of heavy duty stainless steel butthinges, pivots, approved door and window handles, EPDM Gasket, PVC/ Neoprene Gasket Lining, Stainless steel screws, mastic filling, weatherstrips, tower bolts, nuts, washers etc. as required and as per drawingetc. all complete at all heights and as directed by the Engineer-in-charge

Note :1. Payment will be made on the basis of weight of Aluminiummembers/sections fabricated and actually installed in position withoutextra allowance for wastage. No extra payment will be made for allnon aluminium consumable items like screws, gasket, weather strips,PVC/Neoprene/Lining and butt hinges, tower bolts etc.

2. Glazing, Particle, Boards, Aluminium Grills, Mesh etc. will be measured & paid separately under relevant item.

3. All fixing shall be of matching colour anodized aluminium section.

4. The Aluminium sections shall be smooth, rust free, straight, mitredand jointed mechanically wherever required including cleat angles atno extra cost.

DCSEM SOR 2008 : 21 / 90+17 :


9.27 Extra over item no. 27a for providing metallic colour anodized Kg 33.00 b) aluminium sections of approved colour with matching colouring fittings.

DCSEM SOR 2008 : 22 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 9.28 Fabricating and supplying at site Hollow Metal Flush Doors consisting of Sq.m 8,800.00

24G CRCA pressed steel frame and 16 G CRCA pressed steel shutters,40 mm thick, with 16 G pressed steel channel stiffeners, stiffening platesfor hardware,cut outs for vision panels m.s.beading with necessaryscrews, One coat of approved steel primer paint etc. complete as perdrawing and specifications including the cost of heavy duty m.s. hingesand providing necessary recesses with stiffening plates for shutter andframe for fixing mortice lock handles, tower bolts,door closers etc.including check up for correctness of recesses and stiffening plates forall fittings and fixtures but excluding the cost of mortice locks, handles,tower bolts, door closers and glass for vision panel and as directed bythe Engineer-in-charge.

Note: Supply of required fitings, fixtures, glass, mortice locks and doorclosers etc. shall be paid under relevant item.

9.29 Fixing in position Hollow metal Metal Flush Steel Doors consisting of door Sq.m 900.00 frame shutters and threshold made from 14 G sheet for frame and 16 Gsheet for shutters including drilling holes wherever necessary in masonry/ concrete,fixing the frame with necessary coach screws,cement concrete1:2:4 grout to be filled in for the frames,providing and fixing 4 mm sheetglass for the peep holes for the doors including cost of rubber lining forfixing the glass,glass,neoprene lining for making the door airtight,painting all steelwork with a coat of approved steel primer,fixing of all fittings and fixtures etc.complete generally as indicatd in the drawingsand as directed by the Engineer-in- Charge.

Note: M.S.doors with frames, shutters with fittings and fixtures shall besupplied free of cost by the Department or paid separately underrelevant item.

9.30 Fabricating,supplying and fixing in position steel doors for cup- Sq.m 5,200.00 boards consisting of 16 G CRCA sheet for shutters (single side) &stiffeners & 14 G. CRCA sheet for frame and including providing andfixing standard hardware and accessories,locking arrangement, towerbolts,louvers at top and bottom, fixing with screws, nuts, bolts,washers etc. painting one coat of steel primer etc.

9.31 Providing and fixing in position, Pull and Push Type,hand operated Sq.m 2,700.00 steel Rolling Shutters of approved make made from M.S. laths 18 G3"(75 mm)size including all necessary fixtures,fittings,top hood,guidechannels, shutter suspension shaft with tested springs,ceiling strips,locking arrangements,and painting with a coat of approved steelprimer including fixing the guides in masonry/concrete etc.withnecessary coach screws, nuts, bolts etc.making good themasonry/concrete,complete generally as per specifications.

9.32 Providing and fixing in position,Gear Type operated by mechnically Sq.m 3,200.00 winding handle,Steel Rolling Shutters of approved make,made fromM.S.laths 18 G 3" (75 mm) size including all necessary fixtures andfittings, top hood, brackets, guide channels, ceiling strips,l ockingarrangement and painting with a coat of approved steel primer,fixing inposition in masonry/concrete with necessary coach screws, nuts, boltsetc. making good the masonry/concrete generally as per specifications.

Note: The measurement for Rolling shutters will be as per structural openings.Hood etc.will not be measured separately.

9.33 Providing and fixing Ball Bearing of approved make for pull and push Each 589.00 rolling shutters.

9.34 Extra for providing Grills in rolling shutters of grill area. Sq.m of 816.00 grill area

DCSEM SOR 2008 : 23 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 9.35 Extra for providing Wicket gate in rolling shutters. Sq.m of 7,800.00

wicket gate

DCSEM SOR 2008 : 24 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 9.36 STRUCTURAL STEEL WORK IN DOOR and Window frames using MS Kg 80.00

angles of required sizes, including cutting, fabrication, welding, erecting& fixing in position with necessary MS holdfasts, embedding in concrete,painting all steel work with a coat of approved steel primer etc. complete.(M.S.hold fasts will not be measured separately for payment).

9.37 Providing and fixing Country wood Panelled Door Shutters, consisting ofstyles, rails and 20 mm thick panel joints including labour for fixing fittings, fixtures and locking arrangement with screws (cost of fittings &fixtures shall be paid separately under relevant item), applying One coatof approved wood primer etc.complete.

a) 30 mm thick shutters. Sq.m 1,510.00 b) 35 mm thick shutters. Sq.m 1,608.00

9.38 Providing and fixing 30 mm thick Country wood Fully Glazed Window Sq.m 1,166.00 shutters,consisting of 30 mm thick shutter frame,providing and fixing 3mm thick plain sheet glass of approved make with wooden beadingincluding labour for fixing fittings & fixtures as per drg. / direction of EIC(cost of fittings & fixtures with screws shall be paid separately underrelevant items), applying One coat of approved wood primeretc.complete.

9.39 Supplying and fixing in position M.S.COLLAPSIBLE GATES of Sq.m 2,800.00 approved make with single or double leaf made out of 3/4" Channelshaving lattice bars of flat iron 3/4" x 1/4" throughout the length andheight of gate fitted with cast iron rollers, brass handles on both sides,locking device from inside and outside, folding stoppers to preventdoor moving when folded 5" opening and 5 3/4" centres painted with acoat of red oxide paint including fixing in position in masonry/concretewith necessary coach screws, bolts, nuts etc.and making good thesurfaces etc. complete generally as per specifications.

Note: The measurement for collapsible gates will be as per structural openings.

9.40 Providing and fixing to existing frame work,PVC door shutters SINTEX orequivalent make consisting of 200 mmn x 20 mm (Sintex) PVC strap(SPUF 101) of approved colour and thickness mentioned below,Aluminium `A' Section for side, top and bottom rails,`H' Section in themiddle including supplying and fixing suitable aluminium fittings andfixtures including cutting, assembling, fabricating and fixing with allspecials, self tapping screws, all as per manufacturers specifications.

a) 1 mm wall thickness shutter Sq.m 1,776.00 b) 2 mm wall thickness shutter Sq.m 2,331.00

9.41 Providing and fixing in position PVC doors including frames (Chowkhats)Sintex or equivalent with door frames made out of sintex plastic section(FLR SL1) with aluminium or steel reinforcement and shutters consistingof 200 mm x 20 mm PVC strap (SPUF-101)of approved colour andthickness mentioned below and PVC shutter frame made out ofDWUF-302 with aluminium reinforcement at top,bottom,side and lock railincluding supplying and fixing aluminium fittings and fixtures, cutting,assembling, fabricating and fixing with special self tapping screws all asper manufacturers specifications.

a) 1 mm wall thickness shutter. Sq.m 2,997.00 b) 2 mm wall thickness shutter Sq.m 3,441.00

9.42 Providing and fixing SINTEX PLASTIC partition with moulded sections Sq.m 1,554.00 made out of plastic sections of SPUF 101 of Sintex or equivalent 1 mmwall thickness,including aluminium frame work of size 25 mm x 50 mm x1.5 mm fixing the frame, secured to walls ceiling/floor, providingbeading(PVC) etc.complete as per manufacturers specifications.

DCSEM SOR 2008 : 25 / 90+17 :


DCSEM SOR 2008 : 26 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 9.43 Providing and fixing PVC/GLAZED PARTITION (plasopan or Sq.m 1,110.00

equivalent)made out of steel tubing of size 50.8 mm x 25.4 mm and1.22 mm wall thickness,including welding vertical members withhorizontal members, fixing the steel frame,secured to walls, ceilingsand floors using PVC panels, 4 mm thick sheet glass of approvedshade and pattern using PVC angles one side and PVC beadingincluding painting the steel frame with two coats of Synthetic enamelpaint of approved colour over a coat of primer etc.complete.

9.44 Providing and fixing PVC/GLAZED DOOR SHUTTER, (Plasopan or Sq.m 1,443.00 equivalent) frame made out of steel rube of size 40 mm x 20 mm having1.2 mm wall thickness including providing and fixing two steel tubestubes of size 75mm x 40mm for lock rail fixing PVC panels/ sheet glass 4mm thick and all fittings and fixtures like hingles,Godrej mortice lock (2lever) with PVC lining alround, fixing hydraulic door Closure supplied bythe Department free of cost / paid separately under relevant item, andpainting the frame with two coats of Synthetic enamel paint of approvedcolour over a coat of approved steel primet etc.complete.

9.45 Supplying and fixing FRP coated door (frame and shutter) with 65 x 150 Sq.m 4,218.00 mm Ist Class teakwood frame work and 40 mm thick solid core Blockboard shutter with teakwood lipping,both coated with 2 mm thick fireretardent polyster resin including fixing with hold fast fixing of fittings andfixtures supplied by Deptt.free of cost, all as per manufacturers specifications.

9.46 Labour charges only for fixing particle board/Fibre Boards/Plywood/ Sq.m 94.00 Block board etc.in partition/false ceiling/masking, fixing to existingframe work with suitable screws, cutting sheets to required sizesmaking openings for light fixtures, grills etc. and drilling holes asrequired including scaffolding, cost of screws and other incidentalcharges etc.but excluding cost of sheet, frame work and beading.

9.47 Providing and fixing 12mm thick both side pre laminated particle board Sq.m 999.00 of approved exterior grade-1, Type-II conforming to IS 12823 bondedwith Phenol Formaldehyde Resin (Novapan/ ECO board or any otherapproved equivalent) in partitions/ doors using necessary approvedstandard aluminium beadings including cost of screws, cost of cuttingto the required size including wastages if any, fixing to existing framework with suitable screws as required & other incidental charges etc.complete as directed by the Engineer-in-charge.

Note: Aluminium Snap beading shall be measured and paid under relevant item.

9.48 Providing and fixing double action hydraulic floor springs Everite / Each 2,442.00 Garnish / Hardwyn make with ISI mark, pivoting and all otherarrangements including cost of cutting floors, S.S. Cover Plates withbrass pivots etc. complete and other necessary accessories requiredfor the works to facilitate smooth operation of the door shutter all asdirected by the Engineer-in-charge.

9.49 Providing and Fixing Sleek Model heavy duty Hydraulic Door Closer Each 683.00 Everite/Gamish/Hyper make or approved equivalent make with necessary screws, fixing to the aluminium /glass/wooden doorFtransporting etc. and as directed by the Engineer-in-charge.

9.50 Providing and Fixing approved Ramson/Godrej make Mortice Lock 4 Each 555.00 Lever with necessary screws, to the Aluminium Door as per specifications including all material, labour etc. and as directed by theEngineer-in-charge.

9.51 Providing and Fixing Roller Wheels of TP 7 MID-IN or approved Pair 122.00 equivalent make with necessary screws for fixing to the Sliding windows including all material, labour etc. and as directed by the

DCSEM SOR 2008 : 27 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE Engineer-in-charge complete.

DCSEM SOR 2008 : 28 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 9.52 Providing and Fixing Locking Arrangements STAR LOCK/MID-IN or Set 211.00

Approved Equivalent make including necessary screws for Sliding windows including all material, labour etc. complete and as directedby Engineer-in-charge.

9.53 Providing and fixing in position clear sheet glass/float glass of approvedmake and of following thickness fixed to Aluminium windows, doors,partitions, ventilators etc. With edges champered (wherever requiredwith PVC/Neoprene Gasket Lining all complete as per drawing andspecifications and as directed by the Engineer-in-charge

a) 3mm thick Sq.m 577.00 b) 4mm thick Sq.m 710.00

c) 5mm thick Sq.m 810.00 d) 6mm thick Sq.m 988.00

Note:i) Only the clear opening of glass shall be measured for payment.ii) Aluminium Snap beading shall be measured and paid under relevant item.

9.54 Providing and Fixing ALUMIGRILL AL - 102 (10 mm) or DECOGRILL- Sq.m 1,665.00 DG-102 (10 mm) to the windows, ventilators, wall spans etc. Approved colour, anodizing (15 micron) to match with the colour ofwindow frame from inside or outside etc. all complete as per drawingand as per the directions of the Engineer-in-charge

Note :Aluminium frame work and aluminium snap beading used for fixing.Grills shall be measured and paid for separately under relevant item.

9.55 Providing and fixing SS Friction Hinges "EBCO" make or approved Each 244.00 equivalent for Aluminium windows as per specifications and as directedby the Engineer-in-charge including the cost of screws etc. complete.

9.56 Providing and Fixing Aluminium Peg Stay along with Eye for Each 61.00 Aluminium Windows as per specifications and as directed by theEngineer-in-charge including cost of screws etc. complete.

* * *

DCSEM SOR 2008 : 29 / 90+17 :


10. - PLASTERING AND POINTING

10.1 Cement plastering for internal walls ceilings with cement mortar 1:4/1:5finished smooth with neeru, over brick walls or concrete surfaces,including scaffolding, curing and one coat of white wash etc.

A) With cement mortar 1:4a) 12 mm thick. Sq.m 119.00 b) 15 mm thick. Sq.m 117.00 c) 20 mm thick. Sq.m 166.00

B) With cement mortar 1:5a) 12 mm thick. Sq.m 115.00 b) 15 mm thick. Sq.m 132.00 c) 20 mm thick. Sq.m 159.00

10.2 Cement plastering for internal walls 20 mm thick,in Two coats, backing Sq.m 186.00 coat 15 mm thick with cement mortar 1:4,2nd coat 5 mm thick in cementmortar 1:4,and finished with neat cement punning over brick walls orconcrete surfaces, including scaffolding, curing, etc.complete.

10.3 Cement plastering for concrete ceiling 15 mm thick in two coats, backing Sq.m 114.00 coat 10 mm thick, with cement mortar 1:4 2nd coat 5 mm thick in cementmortar 1:4 and finished with neat cement punning including scaffolding,curing etc.complete.

10.4 Cement plastering to external surfaces of walls upto a height of 10 m, 20 Sq.m 159.00 mm thick,with cement mortar 1:4 over brick walls or concrete surfaces,including finishing rough ( Wooden Float finish ) double scaffoldingwherever necessary, curing etc. complete.

10.5 Sand faced plaster 20 mm thick in 2 coats over exterior masonry andconcrete surfaces upto a height of 10 metres with base coat in cementmortar 1:4, 12 mm thick and finishing coat in cement mortar 1:3, 8 mmthick final rendering, double scaffolding wherever necessary, curing etc.complete and addition of waterproofing compound @ 2% of weight ofcement for the base coat etc. complete.

a) With Waterproofing compound supplied by the Deptt.Free of cost. Sq.m 190.00 b) With Waterporoofing compound upplied by the Contractor. Sq.m 195.00

10.6 Rough cast plaster 25 mm thick with cement mortar for exterior masonryand concrete surfaces upto a height of 10 metres laid in two operationsbase coat with cement mortar 1:4,12 mm thick and finishing coat withcement and gravel in proportion of 1:3, 13 mm thick including doublescaffolding wherever necessary, curing and addition of waterproofingcompound @ 2% of weight of cement for the base coat etc. complete.

a) With waterproofing compound supplied by the Deptt.Free of cost. Sq.m 355.00 b) With waterproofing compound supplied by the Contractor. Sq.m 360.00

10.7 Waterproof cement plaster in cement mortar 1:3, with waterproofingcompound @ 2% by weight of cement including scaffolding, curing, etc.complete.

a) 12 mm thick.i) with waterproofing compound supplied by Deptt.Free of cost. Sq.m 120.00

ii) with waterproofing compound supplied by the Contractor. Sq.m 125.00

b) 20 mm thick.i) with waterproofing compound supplied by the Deptt.Free of cost. Sq.m 172.00 ii) with waterproofing compound supplied by the Contractor. Sq.m 177.00

DCSEM SOR 2008 : 30 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 10.8 Extra over Item 10.1, 10.2, 10.3, and 10.7 above for internal plastering Sq.m 1% of the

above ground floor, for every additional floor/storey. rate of respective item at ground floor

10.9 Extra over item Nos.10.4, 10.5, 10.6 above for plastering exterior walls Sq.m 20.00 of height more than 10 m from ground level for every additionnal heightof 3 m or part thereof.

10.10 Providing horizontal and vertical Grooves of size not exceeding 25mm Sq.m 16.00 x 20mm deep in external plastering, including trimming, finishing instraight lines to plumb, level etc.and finishing the grooves as directed.

10.11 Cement Pointing to stone work with cement mortar 1:3,includingraking out joints, pointing neatly and finishing the joints as specified,curing, scaffolding etc. complete.

a) Ruled pointing (groove pointing) Sq.m 96.00 b) Raised and cut pointing. Sq.m 162.00

10.12 Cement plastering for internal walls,ceiling,with cement mortar 1:4finished smooth with Cement Punning, over brick walls or concretesurfaces including scaffolding, curing, and One coat of cement washetc.complete.

a 12 mm thick. Sq.m 125.00 b 15 mm thick. Sq.m 156.00

* * *

DCSEM SOR 2008 : 31 / 90+17 :


11. - WATERPROOFING

11.1 Providing and laying Brick Bat Coba over RCC slabs,using 20 mm Cu.m 850.00 maximum size and down graded brick aggregate obtained from wellbrunt/hard broken bricks in lime mortar 1:2 well beaten and laid to therequired levels and slopes including shuttering, finishing,curingetc.complete.

11.2 Providing Cement Based waterproofing Treatment to New Terraces,Chajjas cleaning the concrete surfaces,giving injections to the top slabas required with cement and approved waterproofing compoundsolution to fill up all inherent holes,voids honey-combs etc.in theconcrete slab,setting brick bat coba in waterproof mortar withnecessary gradient for easy flow of water and continue the treatmentalong the inner faces of parapet or other adjoining wall upto a height of300 mm in the shape of vatas,with waterproof plaster finished smoothwith trovel in cement/geru with false markings of 300 mm squares.

(The treatment shall be tested by ponding water for a period of 10 days).

a Terraces - average thickness 110 mm with cement finish. Sq.m 415.00 b Terraces - average thickness 110 mm with geru finish. Sq.m 425.00 c Chajjas - average thickness 65 mm with cement finish. Sq.m 340.00

Note: 1) If due to location of rain water pipes the thickness of treatmentexceeds 110 mm,for easy flow of water,provision is to be made ofrelevant extra brick bat coba item in this chapter.

2)The waterproofing treatment is to be GUARANTEED for bone dryconditioin for a period of 10 Years.

3)The measurement for payment shall be the entire area of terrace /chajja covered by the treatment measured between brick/concreteparapets without plaster and the area of vatas calculated by taking thelength of vatas and the height above the finished level of the terrace/chajja.

11.3 Providing patented Cement Based Waterproofing Treatment fromoutside to Basement, Lift Pits, Trenches abd oher undergroundstructures during construction, consisting of a waterproof layer overcement concrete 1:3:6 bedding finished with rough shahabad stone ofabout 20 mm thick, well pointed in the joints with cement andapproved waterproofing compound as per manufacturer's specificationsand continuing the treatment after completion of floor slab and sidewalls on the outer face of walls and upto a height of 300 mm above theadjacent ground level. The total thickness of waterproofing treatmentshall be about 75 mm for floors and about 35 to 40 mm for walls.

a O - 3.5 m deep. Sq.m 450.00 b O - 6.0 m deep. Sq.m 470.00 c 0 - 8.0 m deep. Sq.m 480.00

Note: 1) The cost of C.C. 1:3:6 is not included in this item and is to becatered for separately.

2) A working space of about 600 mm shall have to be provided in theexcavation separately for treatment of exterior faces of walls.

3) The waterproofing treatment is to be Guaranteed for bone drycondition for a period of 10 years.

4) The measurement for payment shall be as per actual area coveredby the treatment.

DCSEM SOR 2008 : 32 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 11.4 Providing Cement Based Waterproofing Treatment to the Sunken Floor Sq.m 250.00

of water closets,bath rooms,nahanis,washing place etc.giving injectionsto the concrete surface as required with cement and approved water-proofing compound solution to fill all inherent holes,voids, honey-combsetc.in the concrete, applying waterproof plaster of about 25 mm thick forthe floor area of the depression and about 18 mm on the side walls ofthe depression and continue the vertical treatment on the walls abovethe proposed floor finish upto a height of 600 mm with surface suitableand even to receive tiles, testing the treatment for water tightness byimpounding water for 7 days etc. complete.

Note: 1)The waterproofing treatment is to be Guaranteed for bone drycondition for a period of 10 years.

2)The measurement for payment shall be the actual area covered bythe treatment.

3)The waterproof brick bat coba filling coming over the waterproofplaster shall be measured in m3 separately and the cost of the sameis not included in this item.

11.5 Providing Waterproof Brick Bat Coba for filling in the depression of Cu.m 2,500.00 toilets, bath room etc., as per the specifications of specialisedwaterproofing agencies and finishing the surface even so as to besuitable to receive the tiles etc.

Note: No deductions shall be made for the areas occupied by pans and otherfittings and fixtures.

11.6 Providing Cement Based Waterproofing treatment to the inside surface Sq.m 600.00 of Water Tank by giving injections to concrete bottom slab and walls asrequired with cement and approved waterproofing compound solution tofill up all inherent holes, voids, honey combs etc. in concrete andtreating the floor and walls with waterproof mortar as per specificationsof specialised waterproofing agencies, finishing smooth with trovel incement colour and testing of water tank by filling up with water as perspecifications etc. The thickness of treatment on the floor will be aboutabout 50 mm and on the walls about 20 mm.

Note: 1) The waterproofing treatment is to be Guaranteed for bone drycondition for a period of 10 Years.

2) The measurement for payment shall be the actual area covered bythe treatment.

3) The rate shall be inclusive of testing of tank for waterproofingagencies.

11.7 Providing Waterproof Brick Bat coba over the terraces as per the Cu.m 2,500.00 specifications of specialised waterproofing agencies.

11.8 Providing cement based Waterproofing Treatment to horizontal and Metre 1,100.00 vertical Expansion Joints, over roof including aluminium/ G.I.Sheetcover bent to proper shape, screwing, cutting,over lappingetc.complete as per specifications of the specialised agencies.

Note: The waterproofing treatment shall be Guaranteed for absolutewatertightness for a period of 10 years.

11.9 Providing CEMENT SAND MORATR 1:4, 20 mm thick, spread over Sq.m 80.00 existing brick bat coba surface, finishing smooth, curing etc. complete.

11.10 Providing and laying BITUMINOUS FELT WATERPROOFING Sq.m 220.00 TREATMENT (by M/s. Shalimar Tar Products or other approvedequivalent treatment) in 7 COURSES consisting of cold applied primer

DCSEM SOR 2008 : 33 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE coat,2 courses of tarfelt, 3 coats of blown and/or residual hot bitumenand finishing the top with 6 mm stone grit/pea gravel including alloverlaps treatment to junctions of vertical and horizontal surfaces,sealing of all edges etc. complete as per specifications.

Note: The water proofing treatment shall be GURANTEED for absolute watertightness for a period of 8 YEARS.

11.11 Sq.m 135.00 (by M/s. Shalimar Tar Products treatment) in 5 COURSES consisting ofcold applied primer coat, one course of tarfelt, two coats of blown and/orresidual hot bitumen and finishing the top with 6 mm stone grit/peagravel including all overlaps, treatment to junctions of vertical andhorizontal surfaces sealing of all edges etc. complete as per specifications.

Note: The water proofing treatment shall be GUARANTEED for absolutewater tightness for a period of 5 YEARS.

11.12 Providing CEMENT SAND MORTAR 1:4, screed 20 mm thickk, Sq.m 100.00 MIXED WITH ACCOPROOF or equivalent WATERPROOINGCOMPOUND 2% by weight of cement, spread over existing smooth,curing, etc. complete for obtaining required slopes.

11.13 Providing CHINA MOSAIC WATERPROOFING treatment over the Sq.m 265.00 existing brick bat coba with assorted broken pieces of coloured/whiteglazed tiles, laid over 20 mm thick cement mortar 1:3 screed mixed withapproved waterproofing compound 2% by weight of cement forhorizontal/sloping and vertical surfaces of slabs, beams etc. androunded vatas at sharp corners, junctions, including finishing to levels,slopes, providing extra screed/brick bat coba wherever necessary forquick and easy flow of water, ponding, curing and removing and loweringthe debris obtained during cleaning and ponding operation etc. fromterrace level to ground level and stacking the debris within lead of 50metres prior to disposal all complete as directed by Engineer-in-Charge.

Note: 1. China mosaic waterproofing treatment shall be GUARANTEED forabsolute water tightness for a period of 10 YEARS.

2. Additional layer of brick bat coba and cement mortar screed will bemeasured and paid under relevant items.

11.14 Providing & laying Thermolay waterproofing systems (by M/s.STP or Sq.m 310.00 approved equivalent) consisting of priming the surface with coldapplied bituminous primer @ 3 sq.m/ litre/one coat of hot appliedfoundation coat, one layer of Thermolay by torching with 80mmoverlaps joints at sides and at end, ironing of edge funds and finishingthe top with coat of deep maroon shade, treatment to junction ofvertical and horizontal surfaces, sealing of all edges etc. complete.

Note: The waterproofing treatment should be guaranteed for absolute watertightness for a period of 8 years.

11.15 Providing Isothane elastomeric membrane liquid rubber water proofing Sq.m 325.00 treatment using Isothane EMB comprising the following operations:

(a) Removing the existing coating of liquid seal or any other surfacetreatment, barran the china mosaic/ plastered surfaces and cleaningthe surfaces, dust and other loose particles with Wire brush etc.

(b) Filling up cracks and voids with a mastic sealent.

(c) Applying one coat of Isothane special primer.

(d) Applying two coats of Isothane EMB, film thickness 0.5 mm foreach coat total thickness 1 mm for two coats.

Note: The waterproofing treatment is to be guarantee for bone dry conditionfor a period of 10 years.

11.16 Providing and laying "Terra roof" waterproofing treatment with a cold Sq.m 240.00

Providing and laying BITUMINOUS FELT WATERPROOFING TREATMENT

DCSEM SOR 2008 : 34 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE applied bitumen primer coat over this a hot applied foundation coatwith bitumen 90/15 and hot applied binding coat with bitumen 85/25and laying polymer modified roofing felt ("Terra roof" of M/s. STP Ltd.or approved equivalent) with all top connections all round torchedbonded and sealed by using LPG applying over the felt a cover coat ofhot pour bitumen 115/15 or 30/40 applied with terra cota finish the topsurfaces as directed by Project Engineer.

11.17 Providing and Laying 4mm thick & weight 4 kg/sqm APP Ploymer Sq.m 263.00 modified bituminous membrane (non woven polyster reinforcedtreatment weighing 200g/sqm & having specified properties ) by torchwelding over a layer of the bituminous primer @ 0.27 kg/sqm (Min. &confining to IS 3384-1965 on prepared surfaces. Side and lapbetween adjacent rolls shall be kept 10 cms & 15 cms respectively &torch bonded by hot sound nosal trowel to ensure water tightness. Providing & applying bitumen @ 1.2kg/sqm on the top of themembrane and applying reflective coating red oxide on top of thefinished surface all as per manufacturer`s specifications and asdirected by the Engineer-in-charge.

Note: i) The waterproofing treatment shall be guaranteed for absolute watertightness for a period of 10 years.

ii) The measurement for payment shall be the entire area of slab / wallscovered by the treatment in sqm. and no extra shall be paid for laps.

* * *

DCSEM SOR 2008 : 35 / 90+17 :


12. - PAINTING, WHITE-WASHING & DISTEMPERING

12.A1 WHITE WASHING to walls and ceiling with best quality lime in three Sq.m 10.00 coats (using brushes for application) including scaffolding, sandpapering, filling crevices with putty and cleaning surfaces etc. complete.

12.A2 COLOUR WASHING to walls in three coats (using brushes for Sq.m 11.00 application) including scaffolding, sand papering, filling crevices withputty, cleaning the surfaces etc. complete.

12.A3 Applying 3 coats of FRENCH POLISH of approved make and tint to Sq.m 97.00 obtain finish as required over a coat of wood filler including sandpapering, cleaning, filling up holes, cracks and crevices with puttyetc.complete to give an even shade.

12.A4 Applying two coats of SOLIGNUM FINISH of approved make and tint Sq.m 44.00 to obtain finish as required over a coat of wood filler, including sandpapering, cleaning, filling of holes, cracks and crevices with putty etc.complete.

12.A5 Preparing the surface and etching with 10% commerical hydrochloricacid wherever necessary, neutralising the etched areas by washing with5% solution of soda ash, applying one coat of pigmented epoxy basedprimer followed by one coat of epoxy based trowelling compound, cuttingand grinding the surfaces wherever necessary using waterproof qualityemery paper and applying three finishing coats of epoxy basedpolyamine/polyamide cured special acid and alkali resistant paint ofAPPROVED MAKE AND TINT including preparing surfaces, scrapping,filling holes, cracks, joints, wherever necessary with epoxy basedtrowelling compound, cost of all materials, scaffolding and labour and asper manufacturer's recommendations.

a) With POLYAMINE cured epoxy paint Sq.m 239.00 b) With POLYAMIDE cured epoxy paint Sq.m 250.00

12.A6 Preparing the surfaces, applying one coat of chlorinated rubber paintprimer followed by pigmented putty, sand papering, and applying TWO /THREE finishing coats of Chlorinated Rubber Paint of approved makeand tint including preparing the surfaces, scrapping, filling holes, cracks,joints wherever necessary with approved compound, cost of allmaterials, scaffolding and labour and as per manufacturer's specifications.

a) Two finishing coats over a coat of primer Sq.m 155.00 b) Three finishing coats over a coat of primer. Sq.m 211.00

PART A - GENERAL

DCSEM SOR 2008 : 36 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE PART B - ON NEW (UNPAINTED) SURFACES

12.B1 DISTEMPERING with two/three coats of SYNTTHETIC OIL BOUNDWASHABLE DISTEMPER of approved shade and make over one coatof approved cement primer,including preparing the surfaces, filling withputty wherever required, scaffolding and cleaning etc. complete.

a) TWO FINISHING COATS over a coat of primer Sq.m 57.00 b) THREE FINISHING COATS over a coat of primer Sq.m 69.00 c) TWO FINISHING COATS over two coats of primer. Sq.m 75.00

12.B2 Painting plastered surfaces with two/three coats of ACRYLICEMULSION paint of approved shade and make over one coat ofapproved cement primer including preparing the surfaces, filling withputty wherever required, scaffolding and cleaning etc. complete.

a) TWO FINISHING COATS over a coat of primer. Sq.m 67.00 b) THREE FINISHING COATS over a coat of primer. Sq.m 85.00

12.B3 Painting plastered surfaces with two coats of FLAT OIL PAINT ofapproved shade and make over ONE/ TWO coats of approved cementprimer including preparing t he surfaces,filling with putty whereverrequired, scaffolding and cleaning etc. complete.

a) Two finishing coats over ONE coat of primer. Sqm 81.00 b) Two finishing coats over TWO coats of pimer. Sq.m 100.00

12.B4 Painting plastered surfaces with two coats of SYNTHETIC ENAMELPAINT of approved shade and make over one/two coats of approvedcement primer including preparing the surfaces,scaffolding andcleaning etc. complete.

a) Two finishing coats over ONE coat of primer Sq.m 78.00 b) Two finishing coats over TWO coats of primer. Sq.m 98.00

12.B5 Painting wood/steel work with two coats of FLAT OIL PAINT ofapproved shade and make over one coat of approved wood/steelprimer including preparing surfaces, filling with putty wherever required,scaffolding and cleaning etc. complete.

a) On WOODEN surfaces Sq.m 72.00 b) On STEEL surfaces Sq.m 68.00

12.B6 Painting wood/steel work in two coats of SYNTHETIC ENAMEL paintof approved shade and make over one coat of approved wood/steelprimer including preparing surfaces,filling with putty wherever required,scaffolding and cleaning etc. complete.

a) On WOODEN surfaces Sq.m 65.00 b On STEEL surfaces Sq.m 61.00

12.B7 Painting steel work in two coats of Aluminium paint of approved make Sq.m 59.00 over one coat of steel primer including preparing surfaces, scaffolding,cleaning etc.complete.

12.B8 Painting EXTERIOR WALLS with two coats of SYNTHETIC FLAT OILPAINT, exterior quality of approved shade and make over one/two coatsof approved cement primer including preparing the surfaces filling withputty wherever required, scaffolding and cleaning etc. complete.

a) (a) ON SAND FACED/SMOOTH PLASTER SURFACES :(i) TWO FINISHING coats over ONE coat of primer Sq.m 100.00 (ii) TWO FINISHING coats over TWO coats of primer Sq.m 120.00

DCSEM SOR 2008 : 37 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE b) ON ROUGH CAST PLASTER SUFACES :i) TWO finishing coats over ONE coat of primer Sq.m 201.00 ii) TWO finishing over TWO coats of primer Sq.m 243.00

12.B9 Painting NEW exterior walls with two coats of WATERPROOF CEMENTPAINT OF APPROVED SHADE including preparing the surfaces, fillingwith putty wherever required, curing, scaffolding and cleaning etc. complete.

a) ON SAND FACED PLASTER SURFACES :(i) Using `SNOWCEM PLUS' Sq.m 56.00 (ii) Using CEMENT PAINTS of other brands Sq.m 53.00

(b) ROUGH CAST PLASTER SURFACES :(i) Using `SNOWCEM PLUS' Sq.m 78.00 (ii) Using CEMENT PAINTS OF other brands Sq.m 74.00

12.B10 Painting exterior walls with two coats of decorative and protective Sq.m 111.00

finish `Sandtex Matt' of approved shade including preparing surfaces,filling with putty wherever required, curing, scaffolding and cleaningetc. complete (Sandfaced surfaces).

12.B11 Painting exterior walls with Decorative and protective finish `SandtexMatt' over a coat of waterproofing cement paint `Snowcem PLUS' ofapproved shade including preparing surfaces filling with putty whereverrequired, curing, scaffolding, etc. complete. (sandfaced surfaces).

a) One coat of `Sandtex Matt' over a coat of `Snowcem PLUS'. Sq.m 83.00 b) Two coats of `Sandtex Matt' over a coat of `Snowcem PLUS'. Sq.m 150.00

12.B12 Painting exterior walls with one coat of stabilising solution `Snowsol' Sq.m 29.00

including preparing surfaces filling with putty wherever requiredscaffolding and cleaning etc. complete.

DCSEM SOR 2008 : 38 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE PART C - ON OLD PAINTED SURFACES :

12.C1 WHITE WASHING to ceiling with best quality lime in two coats (using Sq.m 8.00 brushes for application) including scaffolding, sand papering, fillingcrevices with putty and cleaning surfaces etc. complete.

12.C2 Applying one coat of approved make primer OVER OLD PAINTEDSURFACES preparing the surfaces including removal of old paint, if any,sand papering,filling with putty wherever required, to have proper andlevelled surface to receive finishing coats, scaffolding etc.complete

a Cement primer over plastered surfaces Sq.m 26.00 b Wood primer over wood surfaces Sq.m 21.00

c Steel primer over steel surfaces Sq.m 17.00 d Red oxide zinc chromate primer over steel surfaces. Sq.m 28.00

e Chlorinated rubber paint primer Sq.m 46.00

surfaces are damaged and require extra priming coat.

12.C3 REPAINTING OF OLD PAINTED SURFACES with two coatsof paint of approved shade and make including preparing thesurfaces,including removal of old paint, if any, sand papering, fillingwith putty as required, scaffolding and cleaning etc. complete.

a) On plastered surface:i) Using SYNTHETIC oil bound distemper Sq.m 29.00 ii) Using ACRYLIC EMULSION paint Sq.m 47.00 iii) Using FLAT OIL paint Sq.m 57.00 iv) Using SYNTHETIC ENAMEL paint Sq.m 53.00

b) On Wood/steel surfacesi) Using FLAT OIL paint Sq.m 50.00 ii) Using SYNTHETIC ENAMEL paint Sq.m 46.00 iii) Using Aluminium paint over steel Sq.m 43.00 iv) Using bitumastic anti-corrosive paint. Sq.m 37.00

12.C4 Painting old painted exterior walls with two coats of Decorative and Sq.m 104.00 protective finish `Sandtex Matt' of approved shade including preparingsurfaces, filling with putty wherever required, curing, scaffolding,cleaning etc. complete (Sandfaced surfaces).

12.C5 Painting old painted exterior walls with one coat of stabilising Sq.m 28.00 solution 'Snowsol'including preparing surfaces, filling with puttywherever required, scaffolding, cleaning etc.complete.

12.C6 Painting OLD painted exterior walls with two coats of water- proofcement paint of approved shade including preparing surfaces, filling withputty wherever required, curing scaffolding, cleaning etc. complete.

a) On Sand faced Plaster surfaces(i) Using `SNOWCEM PLUS' Sq.m 52.00 (ii) Using CEMENT PAINTS of other brands Sq.m 51.00

b) On Rough cast Plaster surfaces(i) Using `SNOWCEM PLUS' Sq.m 74.00 (ii) Using CEMENT PAINTS of other brands. Sq.m 71.00

12.C7 Painting OLD painted exterior walls with Decorative and protectivefinish `Sandtex Matt' over a coat of waterproof cement paint `SnowcemPLUS' of approved shade including preparing surfaces filling with puttywherever required, curing, scaffolding etc. complete.

Note : This item may be restricted to areas where prevailing painted

DCSEM SOR 2008 : 39 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE a) One coat of `Sandtex Matt' over a coat of `Snowcem PLUS'. Sq.m 79.00 b) Two coats of `Sandtex Matt' over a coat of `Snowcem PLUS'. Sq.m 131.00

Note: 1. All paints and allied materials like primers,trowelling compounds,thinners and stainers etc. shall be of approved make like Garware,Sigma, Goodlas- Nerolac,Berger, Asian.

2. For waterproof cement based paint with `Snowcem PLUS' the materialmanufactured by M/s.Killick Nixon Ltd., only shall be used. Forwaterproof cement paint with paints of other brands/make, the materiallike Nitcocem,Sulphacem,Robbiacem, Durocem etc. shall be permitted.

3. For decorative protective finish on exterior surfaces, 'Sandex Matt'and 'Armour Quartz' materials manufactured by 'M/s.Killick Nixon/Jenson & Nicholson' only shall be allowed to be used.

4. For internal painting the rates do not cater for clear storey heightsrequiring double scaffolding. In case of double scaffolding is required,separate rates will have to be worked out depending upon the heightsof the clear storey and adopted after approval of Head, A&CED.

5. Where internal painting is to be carried out in occupied areasinvolving restricted working condition viz. taking up painting workaccording to users convenience and as and when areas are madeavailable, shifting of furniture, equipment etc. and needing specialcare, the rates shall be enhanced by 5%.

* * *

DCSEM SOR 2008 : 40 / 90+17 :


13. - MISCELLANEOUS ITEMS (Chapter under revision)

13.1 Providing and fixing SUSPENDED FALSE CEILING WITH ANODISED

ALUMINIUM FRAME WORK using aluminium anodised tee sections

as main runners & cross members of suitable sections capable of

taking the load of A.C.sheet and insulation if any fixed in position to

form grid generally of size 600 mm x 600 mm, suspending the tee

sections from the existing truss members or m.s.angle cleats fixed to

RCC slab with anchor bolts, adjustable suspension rods, holding

cleats and grid work suita- bly modified along the walls using anodised

aluminium angles of required size, fixed to the walls, providing and

fixing plain asbestos cement sheets 4mm/6mm thick, including

cutting the sheets to required size, providing extra frame work around

light fittings, A.C. grills and for trap doors, fixed with necessary clips

and accessories to correct lines and levels etc. complete.

a) Main and cross tee of size 35mm x 23.5mm x 1.5mm

(i) with 4 mm thick A.C.Sheets Sq.m 365.00 (ii) with 6 mm thick A.C.Sheets Sq.m 400.00

b) Main and cross tees of size 38mm x 38mm x 1.5mm

(i) with 4mm thick A.C. Sheets Sq.m 450.00 (ii) with 6mm thick A.C. Sheets Sq.m 485.00

13.2 Providing and fixing suspended false ceiling system using powder

coated spring grade steel for main and cross members of size 25 x 35

mm (Quick fix) of M/s.Jolly Board Industries or equivalent suspended

wth 12 g. G.I. wire, fixed to walls, laid with asbestos cement/hard

Board to form required grid, cutting the sheets to required size,

making openings for light fixtures,grills etc., drilling holes as required,

including scaffolding cost of screws and other incidental etc.

complete. making good the walls and ceiling etc. generally as per

manufacturer's specifications.

a) Using 4mm Asbestos sheet with 600 mm x 600 mm grid. Sq.m 350.00 b) Using 6 mm Asbestos sheet with 600 mm x 600 mm grid Sq.m 385.00 c) Using 3 mm Hard Board (oil tempered) with 450mmx450mm grid. Sq.m 345.00

13.3 STRUCTURAL STEEL WORK FOR FALSE CEILING, masking,

cladding and ducting etc. including supply ing,fabricating,erecting as

required, welding and fixing in position to correct lines & levels using

teak wood gutties and coach screws including painting with a coat of

approved steel primer, cost of scaffolding etc. complete.

a) Structural steel supplied by Deptt. Tonne 23,625.00 b) Structural steel supplied by Contractors. Tonne 25,830.00

13.4 PROVIDING AND FIXING PLAIN ASBESTOS CEMENT

SHEETS in false ceiling,masking,partitionwalls and around ducts

etc. fixing the sheets to existing frame work with suitable screws

and forming necessary grooves as required including cutting the

sheets to required size,making necessary openings around ele-

ctrical fixtures,A.C. grills and trap doors in case of false ceiling,

fixing to correct lines and levels etc. complete.

a with 4mm thick sheets Sq.m 176.00 b with 6 mm thick sheets Sq.m 220.00

DCSEM SOR 2008 : 41 / 90+17 :


13.5 Labour charges only for laying asbestos cement sheets/Hard Sq.m 44.00 boards/ceiling tiles etc. in existing false ceiling frame work,cutting

sheets to required size making openings for light fixtures, grills etc.

and drilling holes as required including scaffolding,cost of screws

and other incidental etc. complete. but excluding cost of frame work

and beading.

13.6 Providing and laying 20 to 25 mm thick KOTAH/ROUGH

SHAHABAD STONE IN COPINGS with all exposed edges

machine cut, laid over a bedding of cement mortar 1:3, in true plane

and level with matching cement paste,curing,finishing the joints neat

etc. complete.

a Kotah stone including double machine polish Sq.m 625.00 b Rough Shahabad stone Sq.m 400.00

13.7 DAMP PROOF COURSE IN CEMENT CONCRETE 1:2:4 using

10 mm max. size and down graded stone aggregate,mixed with

approved waterproofing compound at 2% by weight of cement

laid to levels slopes etc. including applying a coat of hot bitumen of

etc. complete.

a) 25 mm thick Sq.m 100.00 b) 38 mm thick Sq.m 110.00

13.8 Providing and fixing in position HEAVY DENSITY

'THERMOCOLE' IN MACHINE FOUNDATIONS including

cutting to required size, sticking with bitumen and sealing the top

with approved bitumastic compound etc. complete.


13.9 Providing and fixing PREMOULDED BITUMINOUS FILLER

('Shalitex' or other approved manufacture) for expansion joints

including cutting,positioning,supporting, scaffolding and filling with

approved sealing compound etc. complete.

a) 12 mm thick Sq.m 400.00 b) 18 mm thick Sq.m 520.00 c) 25 mm thick Sq.m 700.00

13.10 Providing and applying ploysulphide compound in 'V' grooves of 10 mm size. Metre 63.00

13.11 Providing and fixing in position ANODISED ALUMINIUM Kg. 230.00 FLATS/ANGLES/ TEES (of required size) for covering the

expansion joints in walls,floors,ceiling and columns etc. including

drilling holes, chasing the surfaces wherever required,fixing with

wooden gutties.rawl plugs and C.P. brass screws, making good the

surface etc. complete.

13.12 Providing and fixing in position EXPANSION JOINT Sq.m. 430.00 COVERING USING 18 G G.I. SHEET bent to proper shape and

profile and secured in position with necessary screws, plugs, and

making the joint leak proof, etc. complete.

13.13 Providing and placing in position 150 MM WIDE STANDARD

grade 80/100 at 17 Kg./10 m2 including cost of formwork, curing

DCSEM SOR 2008 : 42 / 90+17 :


PVC WATER STOPS (manufactured by M/s.FIXOPAN or its

equivalent) corrugated with centre bulb,laid as per manufacturer's

specifications, including cutting, placing in position with

supports,lapping,site welding, scaffolding etc. complete (Over- laps

will not be measured for payment).

a Thick Ribbed 8 to 11 mm thick Metre 300.00 b Thin Ribbed 6 mm thick Metre 220.00

13.14 Providing,fixing , lowering and laying RCC SPUN PIPES (Class

NP2 of ISI) with necessary collars, jointing with hemp yarn and

cement mortar 1:1 including embedding in walls,beams,floors etc.

caulking the joints,finishing, aligning to proper level etc. complete as specified.

a 100 mm dia. Metre 135.00 b 150 mm dia. Metre 155.00

c 250 mm dia. Metre 265.00 d 300 mm dia. Metre 326.00

e 450 mm dia. Metre 550.00 f 600 mm dia. Metre 765.00

13.15 Providing and fixing G.I.PIPES MEDIUM VARIETY (Class 'B')

FOR SLEEVES AND SPOUTS etc.including cutting of pipes as

required, bending and embedding in masonry, concrete or burying

underground including painting with a coat of bitumastic paint

etc.complete.

(a) 25 mm dia. pipes Metre 270.00 (b) 40 mm dia. pipes Metre 335.00

(c) 50 mm dia. pipes Metre 400.00 (d) 100 mm dia. pipes Metre 620.00

13.16 Providing and fixing in position FAN HOOK with 16 mm dia. m.s. Each 64.00 for bar including bending to shape, grouting with C.C. 1:2:4, painting

with two coats of anti corrosive paint etc. complete.

13.17 Providing and laying THERMOCOLE INSULATION with 50 mm

thick thermocole including applying bituminous emulsion type primer

before it hardens and providing 50mm thick cement mortar 1:4

screed with chicken wire mesh 20 g and 20mm mesh, cleaning the

surfaces,finishing to proper levels,curing,cutting the thermocole

wherever required etc. complete as per specifications.

(a) Using NORMAL DUTY thermocole of density not less than 15 Kg/m3 Sq.m 375.00 (b) Using standard HEAVY DUTY thermocole of density not less than 18 kg/m2 Sq.m 390.00

13.18 Providing and fixing in position PRECAST CEMENT Sq.m 300.00 CONCRETE JALLI, 50 mm thick of approved design & pattern of

approximate size 900mm x 600mm from the standard jalli patterns

available in the market using RCC mix 1:1 1/2:3 as per

specifications, set in cement mortar 1:3, close jointed and pointed

with cement paste including form work, supplying and fixing m.s.

reinforcement, finishing the surface smooth,

at the rate of 0.2 litres/m2 and hot blown bitumen of grade

85/25 at the rate of 1.5 Kg/m2, fixing thermocole slabs over this

DCSEM SOR 2008 : 43 / 90+17 :


curing,scaffolding,hoisting, erecting and fixing in position etc.

complete generally as per specifications and drawings.

13.19 Providing and injecting chemical emulsion for Sq.m 35.00 PRECONSTRUCTION ANTI- TERMITE TREATMENT and

creating a chemicals barrier under and alround the columns, pits, top

surfaces of plinth filling,junctions of wall & floor, along external

perimeter of the building, surrounding of pipes etc. complete.

Note: The plinth area of building of ground floor only shall be

measured for payment.

13.20 Providing and laying FOAM CONCRETE of dry density of 325 to Cu.m 1,600.00 350 Kg/m3, over roof slab etc. to the required slope and level as

specified, with cement content of approximately 350 Kg/m3 and

approved forming agent at 2% by weight of cement with

water/cement ratio of 0.50,including machine mixing,lifting,hoisting

and laying in position, cost of plant and machinery etc. complete as directed.

G.I. Sheet Valley Gutters

13.21 Providing, fabricating,erecting and installing in position VALLEY Sq.m 650.00 GUTTERS USING 16 GAUGE GALVANISED IRON SHEET, in

trapezoidal form to required slope, line and level including all cutting,

welding,overlapping, fixing to the existing truss members,providing

necessary cutouts/funnels for rain water down takes, necessary

G.I. nut bolts, bitumen washers,grouting at the gable and m.s. flats

(50 x 5 mm) supports at every 1.5m length including all necessary

scaffolding etc. complete.

Note: Measurement shall be in sq.m.(m2) obtained by multiplying

inside perimeter of the gutter (G.I. sheet only) with length of the

gutter as actually fixed in position. Overlaps will not be measured separately.

13.22 Providing and fixing in position ANCHOR SHELLS/EXPANSION

SHELLS of standard and high quality suitable for various dia of

bolts as mentioned below,with necessary bolts for structural steel

work including drilling holes in RCC/masonry surfaces, aligning the

bolts to the proper position and correct level all as per the

specifications of the manufacturers including necessary

scaffolding,bolts,washers and labour etc. complete as per the

specifications and as directed by the Engineer-in-charge.

a 6 mm dia. Each 25.00 b 10 mm dia. Each 43.75

c 12 mm dia. Each 50.00 d 16 mm dia. Each 62.50

13.23 Repairs to RCC columns,beams, slabs and other members upto 10

metres height above ground level by PRESSURE GUNITING of

thickness specified below, such as removing the portion of cracked

and damaged plaster and concrete to expose the reinforcement,

cleaning of the rust of the reinforcement by sand blasting, applying

two coats of rust inhibiting chemical, providing additional

reinforcement as necessary, placing and fixing in position weld

mesh of size 100mmx100mmx 3mm thick applying one coat of

cement mortar of mix 1:3 1/2, over the reinforcement and weld

mesh including providing double scaffolding, curing, cost of all

materials and labour, tools & equipment required for pressure

DCSEM SOR 2008 : 44 / 90+17 :


guniting etc.complete as per specifications. (Reinforcement & weld

mesh will be measured and paid for separately.

a 25 mm to 30 mm thickness Sq.m 375.00 b 40 mm to 50 mm thickness Sq.m 400.00

13.24 Extra over item No.23 above for PRESSURE GUNITING Sq.m 15.00 (both internal & external works) of HEIGHT MORE THAN 10 M

from ground level, for every additional height of 3 m/ floor or part

thereof.

13.25 Supplying and fixing in position WELD MESH OF SIZE 100 x Sq.m 65.00 100 x 3mm thick to the reinforcement, wherever necessary

including cutting to the required size and shape, fixing with 1.6 mm

dia. annealed binding wire including cost of binding wire,

scaffolding, all material & labour etc. complete as per

specifications.

13.26 REPAIRS TO CONCRETE SURFACES (INTERNAL) upto a Sq.m 150.00 height of three storeys or clear storeyed height of 10 metres above

ground level and exposing the

existing reinforcement, cleaning by wire brush, applying two coats

of rust inhibiting chemical, supplying and fixing chicken mesh of size

20 mm x 20 g to the concrete surface and applying 20 mm thick

cement plaster in C.M. 1:4 finished smooth with neeru including

curing, cost of double scaffolding, all materials and labour etc.

complete as per specifications.

13.27 REPAIRS TO CONCRETE SURFACES (external) upto a Sq.m 160.00 height of 10 M above ground level,

exposing the existing reinforcement, cleaning by wire brush,

applying two coats of rust inhibiting chemical, of size 20mm x 20 g.

to the concrete surfaces and applying sand faced plaster 20 mm

thick in two coats with base coat in C.M. 1:4, 12mm thick and

finishing coat in C.M. 1:3, 8 mm thick, final rendering, double

scaffolding, and supply and addition of waterproofing compound at

2% by weight of cement of the base coat, all materials and labour

etc. complete as per specifications.

13.28 Providing and installing in position metal stud partition/ false ceiling

'Gyp board' patented by M/s.India Gypsum comprising of metal stud

concealed frame work, floor and ceiling channels, 12.5mm thick

Gypboard panels fixed with necessary screws/bolts,drilling holes in

ceiling, floor or walls fixing with anchor fasteners, applying jointing

compound and paper tapes sanding and finishing with top coat,

cutting panels to required size, providing extra frame work around

openings,125mmx12.5mm teakwood skirting etc. complete generally

as per manufacturer's specifications.

(a) Partition overall thickness 75mm with 48mm studs and 12.5 mm Sq.m 675.00 thick single layer Gypboard on both sides.

(b) Partition overall thickness 97mm with 70 mm studs and 12.50 Sq.m 750.00 mm single layer Gypboard on both sides.

(c) Partition overall thickness 100 mm with 48 mm studs and 12.50 Sq.m 1,080.00 mm thick double layer Gypboard on both sides.

DCSEM SOR 2008 : 45 / 90+17 :


(d) False ceiling suspended by hanger rods fixed with anchor Sq.m 500.00 fasteners and 12.50 mm single layer Gypboard panel on one side.

* * *

DCSEM SOR 2008 : 46 / 90+17 :


14. - FENCING ITEMS

14.1 Supplying and erecting in position G.I. CHAIN LINK FENCING 2.44 m highabove G.L. with slanting arm of 495 mm long, with chain link fixed toANGLE IRON POSTS of size 65 x 65 x 6 mm and 2440 mm high aboveground level, 495 mm slanting portion and 530 mm below ground levelapprox. at 3050 mm c/c with supporting struts of angle iron of size65x65x6mm at every fifth post and at corner posts and struts embeddedin cement concrete 1:3:6 of size 450x450x600mm deep and fixing 4 rowsof G.I. barbed wire of 4 spikes, 2 plyand 12 g in the slanting portionincluding cost of 6mm dia. G.I. 'J' hooks, bolts,nuts washers and 6mm diam.s. fixing rods, and painting all steel works, chain link and barbed wirewith two coats of paint over a coat of approved primer, cost ofexcavation, PCC, form work and disposal of surplus materials etc.complete generally as per specifications and drawings.

a) With G.I. chain link 10 g. Metre 1100.00 and mesh of size 50mm x 50mm Metre 1,100.00 b) With G.I. chain link - 8 g. and mesh of size 50mmx50mm Metre 1,250.00

14.2 Supplying and erecting in position G.I. CHAIN LINK FENCING 2.44 MHIGH above G.L. with slanting arm of 495 mm long, with chain link fixedto RCC POSTS of size varying from 150 x 150 mm at bottom to 100 x100mm at top, posts approx. at 3050mm c/c with supporting struts ofsame size at every fifth posts and at corners,posts and struts embeddedin cement concrete 1:3:6 of size 450 x 450 x 600 mm deep, fixing 4 rowof G.I. barbed wire of 4 spikes, 2 ply 12 g in the slanting portion,including cost of m.s. reinforcement for the posts and struts, 6mm diaG.I. 'J' hooks, bolts, nuts, washers, 6mm dia m.s. fixing rods etc. andpainting chain link, barbed wire and fixing accessories with two coats ofpaint over a coat of approved primer and two coats of cement basedpaint for RCC posts, cost of excavation, PCC, form work and disposal ofsurplus material etc. complete generally as per specifications & drawings.

a With G.I. chain link-10 g and mesh size of 50 mm x 50 mm Metre 1,105.00 b With G.I. chain link - 8 g.and mesh size of 50mm x 50 mm Metre 1,254.00

14.3 Supplying and erecting in position G.I. BARBED WIRE FENCING 2.44 M Metre 870.00 HIGH above G.L.with slanting arm of 495 mm long with 16 horizontal rowsand two diagonal, in each panel using 2 ply, 12 guage, 4 spikes G.I.barbed wire fixed to ANGLE IRON POSTS OF size 65x65x6mm and 2440mm high above ground level, 495 mm slanting portion and 530 mmbelow ground level at approx. 3050 mm c/c with supporting struts ofangle iron of size 65x65x6mm at every 5th post and at corner, posts andstruts embedded in cement concrete 1:3:6 of size 450x450x600mm deepincluding cost of 6mm dia G.I. 'J' hooks, bolts, nuts, washers 6mm diam.s. fixing rods and painting all steel work and barbed wire with a coat of'Tarstil' paint, cost of excavation, PCC, formwork and disposal of surplusmaterial etc. complete generally as per specification and drawings.

14.4 Supplying and erecting in position G.I. BARBED WIRE FENCING 2.44 m Metre 875.00 HIGH above G.L. with slanting arm of 495 mm long with 16 hori- zontalrows and two diagnals in each panel using 2 ply, 12 gauge 4 spikes G.I.barbed wire fixed to RCC POSTS of size varying from 150 x 150mm atbottom to 100 x 100 mm at top posts approx. at 3050 nn c/c withsupporting struts of same size at every fifth post and at corner posts andstruts embedded in cement concrete 1:3:6 of size 450x450x 600mmdeep including cost of m.s. reinforcement for posts and struts 6mm diaG.I. 'J' hooks, bolts, nuts, washers, 6 mm dia m.s. fixing rods etc. andpainting barbed wire and fixing accessories with a coat of 'Tarstil' paint,two coats of cement based paint for RCC posts, cost of excavation, PCC,formwork and disposal of surplus material etc. complete generally as per

DCSEM SOR 2008 : 47 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE specifications and drgs.

14.5 Providing, fabricating, erecting and in position CRIPNET GATE with G.I. Sq.m 1,990.00 tubular frames, 50mm x 8 g G.I. crimpnet welded on 38mm i/d G.I. pipeswith angle iron frame, m.s. flat beading to hold crimpnet, m.s. channelsupports including pivot type hinges, locking arrangements, tower bolts,embedding channel posts in cement concrete 1:3:6 including cost ofexcavation, PCC,formwork and disposal of surplus soil, painting thegate and all steel work with two coats of approved paint over a coat ofprimer etc. complete generally as per specifications and drawings.

14.6 LABOUR CHARGES ONLY FOR ERECTING IN POSITION G.I. CHAIN Metre 225.00 LINK FENCING 2.440 M HIGH above G.L. with slanting arm of 495 mmlong, with chain link mesh and barbed wire supplied by the Department,fixing to existing RCC/M.S.angle posts, fixing 4 rows of G.I.barbed wire inthe slanting portion including transporting chain link fencing & G.I.barbed wire to site of work from Division stores including supplying andfixing 6mm dia G.I. 'J' hooks, bolts, nuts, washers and 6 mm dia m.s. fxingrods and applying approved 2 coats of paint over a coat of approvedsteel primer to all steel work, chain link fencing and barbed wire and twocoats of cement based paint to RCC posts, cost of excavation,PCC,formwork, disposal of surplus materials etc. complete generally as perspecifications.

14.7 Supplying and erecting in position G.I. BARBED WIRE FENCING 1.20 Metre 325.00 HIGH above ground level with 6 rows of horizontal and two diagonals ineach panel using 2 ply, 12 gauge,4 spikes at 100 mm c/c, G.I. barbedwire fixed to 100 mm dia SALWOOD BALLIE POSTS 1.20 M HIGH aboveground level and 600 mm below ground level at 2.5m c/c and embeddedin PCC 1:5:10 of size 450x450x600 mm deep with a supporting salwoodbally strut of 100 m dia. and 2.0 m long for every 12th post and atcorners; struts embedded in PCC 1:5:10 of 700x450x500mm deep,including cost of G.I. staples,painting of barbed wire with a coat of'Tarstil' paint and wooden ballies with two coats of approved bitumasticpaint over a coat of approved primer, cost of excavation, P.C.C., formwork, refilling and disposal of surplus earth within a distance of 50 m,levelling etc. complete generally as per specifications and drawings.

14.8 Supplying and erecting in position G.I. BARBED WIRE FENCING 1.80 m Metre 425.00 HIGH above ground level with 9 rows of horizontal and two diagonals ineach panel using 2 ply, 12 gauge, 4 spikes at 100 mm dia SALWOODBALLIE POSTS 1.80 m HIGH above ground level and 700 mm belowground level at 2.5m c/c and embedded in PCC 1:5:10 of size 450 x 450x750mm deep with a supporting salwood bally strut of 100mm dia and2.0 m long for every 12th post and corners, struts, embedded in PCC1:5:10 of 700 x 450 x 500 mm deep,including cost of G.I. staples,painting of barbed wire with a coat of 'Tarstil' paint and wooden ballieswith two coats of approved bitumastic paint over a coat of approvedprimer cost of excavation, PCC, form work, refilling and disposal ofsurplus earth within a distance of 50 m, levelling etc. complete generallyas per specifications and drawings.

14.9 Supplying and erecting in position G.I. BARBED WIRE FENCING 2.40 m Metre 495.00 HIGH above ground level with 12 rows of horizontal and two diagonals ineach panel using 2 ply, 12 gauge, 4 spikes at 100 mm c/c G.I. barbedwire fixed to 100 mm dia. SALWOOD BALLIE POSTS 2.40 m HIGH aboveground level and 900mm below ground level at 2.5 m c/c and embeddedin PCC 1:5:10 of size 450 x450 x 900 mm deep with a supportingsalwood ballie strut of 100 mm dia and 2.0 m long for every 12th postand at corners, struts embedded in PCC 1:5:10 of 700x450x500mmdeep,including cost of G.I. staples,painting barbed wire with a coat of

DCSEM SOR 2008 : 48 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 'Tarstil' paint and wooden ballies with two coats of approved bitumasticpaint over a coat of approved primer,cost of excavation, PCC, formwork,refilling and disposal of surplus earth within a distance of 50m, levellingetc. complete generally as per specifications and drawings.

14.10 Providing, erecting and fixing in position G.I. BARBED WIRE GATE Sq.m 970.00 suitable to 1.20 m HIGH barbed wire fencing,consisting of 2 Nos. of 125 mm dia salwood ballie posts fixed on either side of gate 1.20 mhigh above ground level and 600mm below ground level embedded inPCC 1:5:10 of size 450x450x600mm deep with supporting salwoodbally strut of 125 mm dia and 2.0 m long and embedded in PCC1:5:10 of 700x450x 500 mm deep, shutter made of 4 rows of 2 ply 12gauge,4 spikes at 100mm c/c G.I. barbed wire horizontals fixed to100mm dia salwood ballie frame and diagonals, including fixing theshutter to the frame with pivot type hinges,providing lockingarrangements, cost of G.I. staples, painting of barbed wire with a coatof 'Tarstil' paint and wooden ballies with two coats of approvedbitumastic paint over a coat of approved primer, cost of excavation,PCC formwork,refilling and disposal of surplus earth within a lead of 50m levelling etc. complete generally as per specifications and drawings.(Note: Area of shutter shall be measured for payment).

14.11 Providing, erecting and fixing in position G.I. BARBED WIRE GATE Sq.m 725.00 suitable to 1.80 M HIGH barbed wire fencing, consisting of 2 Nos. of 125mm dia. salwood ballie posts fixed on either side of gate 1.80 m highabove ground level and 600 mm below ground level embedded in P.C.C.1:5:10 of size 450x450x 700 mm deep with supporting salwood balliestrut of 125 mm dia and 2.00m long and embedded in P.C.C.1:5:10 of700x450x500mm deep,shutter made of 7 rows of 2 ply 12 gauge, 4spikes at 100 mm c/c G.I. barbed wire horizontal fixed to 100 mm diasalwood ballie frame and diagonals, including fixing the shutter to theframe with pivot type hinges, providing locking arrangements, cost ofG.I. staples, painting of barbed wire with a coat of 'Tarstil' paint andwooden ballies with two coats of approved bitumastic paint over a coat ofapproved primer, cost of excavation,P.C.C., formwork, refilling anddisposal of surplus earth within a distance of 50 m leveling etc. completegenerally as per specifications and drawing. (Note: Area of shutter onlyshall be measured for payment).

14.12 Providing,erecting and fixing in position G.I. BARBED WIRE GATE Sq.m 650.00 suitable to 2.40 M HIGH barbed wire fencing,consisting of 2 Nos. of125mm dia salwood ballie posts fixed on either side of gate 2.40mhigh above ground level and 600 mm below ground level embedded inPCC 1:5:10 of size 450x450x900mm deep with supporting salwoodballie struts of 125mm dia and 2.00mm long and embedded in PCC1:5:10 of 700x450x500mm deep, shutter made of 10 rows of 2 ply, 12gauge, 4 spikes at 100 mm c/c G.I. barbed wire horizontal fixed to 100mm dia salwood ballie frame and diagonals, including fixing theshutter to the frame with pivot type hinges providing lockingarrangement, cost of G.I. staples,painting of barbed wire with a coat of'Tarstil' paint and wooden ballies with two coats of approved bitumasticpaint over a coat of approved primer, cost of excavation, P.C.C. formwork, refilling and disposal of surplus earth within a distance of 50 m,leveling etc. complete generally as per specifications and drawing. (Note:- Area of shutter shall be measured for payment).

14.13 Labour charges only for fixing in position barbed wire to M.S./RCC/ Metre 1.50 wooden posts including supplying and fixing necessary 'J' hooks,bolts, nuts, washers, staples as required including transporting thebarbed wire from the Divisional Stores to site of work, etc. complete.

DCSEM SOR 2008 : 49 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 14.14 Labour charges only for fixing in position chain link fencing to Sq.m 15.00

M.S./R.C.C. posts including scaffolding, 'J' hooks,bolts, nuts,washers, staples, 6mm M.S. fixing rods etc. complete. M.S. rods,chain link must be supplied by Department.

DCSEM SOR 2008 : 50 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 14.15 Supplying and fixing in position 2 ply, 12 gauge, 4 spikes at 100 mm Metre 11.00

c/c G.I. barbed wire to M.S. angles/RCC wooden posts includingsupplying and fixing necessary 'J' hooks, bolts, nuts, washers, staplesas required etc. complete per metric length of wire.

14.16 Removing/dismantling chain link mesh from the existing chain link Sq.m 14.00 fencing including removing G.I. hooks, nuts, bolts, washers, fixingrods etc. making into rolls, transporting the dismantled materials tothe Divisional stores and stacking as directed.

14.17 Removing barbed wire from the existing fencing including removing Metre 1.10 G.I. hooks,nuts, bolts, washers etc. making into rolls, transporting thedismantled materials to the Divisional Stores and stacking as directed.

* * *

DCSEM SOR 2008 : 51 / 90+17 :


15. - DISMANTLING & DEMOLISHING WORKS

15.1 DEMOLISHING PLAIN CEMENT CONCRETE WORKS BY CHISELLING at Cu.m 446.00 all levels including scaffolding, disposal of materials within 50 m lead.

15.2 DEMOLISHING R.C.C. WORKS BY CHISELLING at all levels including Cu.m 905.00 scaffolding,cutting of reinforcement bars by gas cutting, straightening &stacking of steel bars and disposal of unserviceable materials within 50metres lead.

15.3 Dismantling the existing STRUCTURAL STEEL WORK at all levels in Tonne 5,300.00 M.S. channels,plates, angles,flats,R.S. joists, bolts etc. includingscaffolding, cutting of structural steel members by gas cutting,removing the nuts, bolts etc. as required, transporting the same toCED Stores complete as directed.

15.4 DEMOLISHING BRICK WORK in cement mortar including scaffolding, Cu.m. 467.00 stacking of serviceable material and disposal of unserviceable materialwithin 50 metre lead.

15.5 DEMOLISHING RUBBLE MASONRY in cement mortar including Cu.m. 557.00 scaffolding,stacking of serviceable materials and disposal ofunserviceable materials within 50 metres lead.

15.6 DISMANTLING DOORS, WINDOWS AND CLEAR- STOREY WINDOWS(Steel or wood)including shutters and chowkhats (frames), Architraves,holdfasts,etc.complete and stacking within 50 metres lead.

a of area 3 Sq.m & below Each 89.00 b of area beyond 3 Sq.m. Each 110.00

15.7 TAKING OUT DOORS, WINDOWS AND CLEARSTOREY WINDOWS,shutters (steel or wood) including stacking with 50 metres lead

a) of area 3 Sq.m and below Each 50.00 (b) of area beyond 3 Sq.m. Each 59.00

15.8 DISMANTLING THE MOSAIC TILE/WHITE GLAZED TILE/KOTAH Sq.m 33.00 STONE ETC. in flooring/dado/skirting etc. including dismantling ofbedding mortar, stacking of materials within 50 metres lead anddisposing of debris within 50 m lead.

15.9 DISMANTLING 150/230 mm THICK DRY RUBBLE STONE PITCHING,with cement mortar pointing in drains etc. including stacking of serviceablematerials and disposal of unserviceable material within 50 metres lead.


15.10 DISMANTLING ASBESTOS SHEET ROOFING along with ridges, Sq.m 35.00 hips, valleys and gutters, including scaffolding and stacking thematerial with 50 metres lead.

15.11 DISMANTLING OLD PLASTER OR SKIRTING, raking out joints and Sq.m 26.00 cleaning the surfaces for plaster including sca ffolding, disposal ofdebris to the dumping ground within 50 metres lead.

15.12 CUTTING WATER BOUND MACADAM ROAD/ REMOVING SOLING Cu.m 200.00 including stacking the serviceable material and disposal ofunserviceable material within 50 metres lead.

15.13 CUTTING BITUMINOUS ROAD SURFACES including disposal of Cu.m 533.00 unserviceable material within 50 metres lead.

DCSEM SOR 2008 : 52 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE 15.14 Removing bitumen based waterproofing treatment from terrace, Sq.m 12.00

chajjas etc. disposing within 50 m.

15.15 Demolition by non-explosive demolition agent 'Acconex' including Cu.m 1,609.00 boring holes, applying chemical as per manufacturer's specificationsetc. complete.

15.16 Breaking existing cement based waterproofing treatment of followingareas, stacking of serviceable material and carting away ofunserviceable material to the Departmental disposal yard etc.. complete.

a) Terrace treatment (110 mm average thickness). Sq.m 330.00 b) Parapets Sq.m 198.00 c) Chajjas Sq.m 231.00 d) Plaster Sq.m 198.00

15.17 Lead charges for debris by mechanical transporta) Upto 1 Km. Cu.m 108.00 b) Upto 2 Kms. Cu.m 122.00 c) Upto 3 Kms. Cu.m 135.00 d) Upto 4 Kms. Cu.m 148.00 e) Upto 5 Kms. Cu.m 160.00

quantity arrived at after making deductions for voids at 30% from thecorresponding stack/truck measurements.

* * *

Note: The rates in respect of item No.17 are appplicable for the net

DCSEM SOR 2008 : 53 / 90+17 :


16. - ROAD WORKS

16.1 Excavation for roads IN ALL SOILS except soft and hard rock, upto a Cu.m 70.00 depth of 1.5 metres dressing side slopes and excavated surfaces tothe required profile, camber and grade, filling the low spots within adistance of 50 m, with approved excavated material in layers notexceeding 250 mm watering, consolidating etc. and disposing of surplusearth within a distance of 50 m to be levelled and dressed etc. complete.

16.2 Excavation for OPEN DRAINS IN ALL SOILS except soft and hard Cu.m 80.00 rock, upto a depth of 1.5 metres dressing side slopes and excavatedsurfaces to the required profile and grade, disposing of surplus earthwithin a distance of 50 m to be levelled and dressed etc. complete.

16.3 Excavation for roads IN SOFT ROCK upto a depth of 1.5m dressing Cu.m 170.00 side slopes and excavated surfaces to required profiles, levels andcamber, disposing of soil within a lead of 50 metres to be levelled anddressed etc. complete.

16.4 Excavation for OPEN DRAINS IN SOFT ROCK upto a depth of 1.5 m Cu.m 195.00 dressing side slopes and excavated surfaces to required profiles,levels, disposing of soil within a lead of 50 metres to be levelled anddressed etc. complete.

16.5 Excavation for roads IN HARD ROCK upto a depth of 1.5 m dressingside slopes and excavaed surfaces to require profile, level and camberincluding stacking or disposing of material within a distance of 50metc. complete:

a) BY BLASTING Cu.m 265.00 b) BY CHISELLING Cu.m 590.00

16.6 Excavation for OPEN DRAINS IN HARD ROCK upto a depth of 1.5 mdressing side slopes and excavated surfaces to required profile,leveland camber including stacking or disposing of material within adistance of 50 m etc. complete.

a) BY BLASTING Cu.m 290.00 b) CHISELLING Cu.m 600.00

16.7 Extra lift charges for each ADDITIONAL DEPTH of 1.50 metres or partthereof over the initial depth of excavation.

a) IN SOILS i.e. item No.16.1 & 16.2 above Cu.m 14.00 b) IN SOFT ROCK i.e. item No. 16.3 & 16.4 above Cu.m 18.00 c) IN HARD ROCK i.e. item No. 16.4 & 16.5 Cu.m 27.00

16.8 FORMING EMBANKMENTS upto an average height of 1.5 m above

ground level with selected approved soil, in layers not exceeding 150mm thick including breaking clods, watering, rolling each layer with1/2 tonne roller or wooden or steel rammer and rolling every 3rd andtop most layer with power roller of minimum 8 tonnes capacity toattain atleast 90% of the proctor density, dressing the sides and topto the required profile and grade etc. complete.

a) with earth available from excavations within a lead of 1 km. by Cu.m 90.00 mechanical transport.

b) with earth obtained from borrow pits (including the cost of excavation) Cu.m 170.00 within a lead of 1 km. by mechanical transport.

16.9 Filling in roads WITH APPROVED MURRUM brought from outside Cu.m 120.00 sources upto a maximum lead of 5 Km. and filling in layers notexceeding 150 mm thick including breaking clods, watering, rollingeach layer with power roller of minimum 8 tonnes capacity to attain

DCSEM SOR 2008 : 54 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE atleast 90% of the proctor density, dressing the sides and top to therequired profile and grade etc. complete.

16.10 Extra over item no. 8 for each ADDITIONAL HEIGHT of embankment Cu.m 14.00 of 1.5 m or part thereof.

16.11 LEAD CHARGES for item No.16.1, 16.2 & 16.8 above for additional lead of Cu.m 9.00 EVERY 50 m or part thereof over the initial lead of 50 m upto aMAXIMUM OF 300 BY HEAD LOAD.

16.12 LEAD CHARGES FOR ITEMS 16.3, 16.4, 16.5 & 16.6 above for Cu.m 14.00 additional lead of EVERY 50 m or par thereof over the initial lead of 50 mupto MAXIMUM OF 300 m BY HEAD LOAD.

16.13 LEAD CHARGES for the 1ST 1 km. or part thereof, by mechanicaltransport including loading, unloading, staking/ leveling etc.

a FOR SOIL Cu.m 80.00 b FOR ROCK Cu.m 125.00

16.14 LEAD CHARGES, BY MECHANICAL TRANSPORT for lead EXCEEDING1 km. BUT NOT EXCEEDING 2 kms. including loading, unloading,stacking / leveling etc.

a) FOR SOIL Cu.m 85.00 b) FOR ROCK Cu.m 135.00

16.15 LEAD CHARGES, BY MECHANICAL TRANSPORT for lead EXCEEDING2 kms. BUT NOT EXCEEDING 3 kms. including loading, unloading,stacking/leveling etc.


16.16 LEAD CHARGES, BY MECHANICAL TRANSPORT for lead EXCEEDING3 kms. BUT NOT EXCEEDING 4 kms. including loading, unloading,stacking/leveling etc.


16.17 LEAD CHARGES, BY MECHANICAL TRANSPORT for lead EXCEEDING4 km. BUT NOT EXCEEDING 5 km. including loading, unloading, stacking/leveling etc.


16.18 LEAD CHARGES, BY MECHANICAL TRANSPORT for lead of EVERY 1km. or part thereof OVER 5 kms. lead.

a) FOR SOIL Cu.m. 7.00 b) FOR ROCK Cu.m. 14.00

Note: The rates in respect of item No. 11 to 18 are applicable for thenet quantities arrived at after making deductions for voids @ 20% inrespect of soils and @ 50% in respect of rock from the correspondingstack/truck measurements.

16.19 Supplying and laying RUBBLE STONE SOLING using spotless stones,hand packed set in regular lines, filling the interstices with smaller stonechips of appropriate size and blinding with murrum, watering,consolidating properly with power roller including finishing to propergradient camber and preparation of sub-grade etc. complete.

a 150 mm thick Sq.m 75.00 b 230 mm thick Sq.m 110.00 c 300 mm thick Sq.m 140.00

16.20 Supplying 50 mm I.R.C. HARD TRAP STONE metal in stacks at site Cu.m 500.00 of work for premeasurement.

16.21 Supplying GRADED MURRUM in stacks at site of work for Cu.m 115.00 premeasurement.

16.22 PROOF ROLLING with 8/10 ton power roller over sub-base of the road Sq.m 5.00

DCSEM SOR 2008 : 55 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE to achieve proper consolidation including watering etc.

16.23 FORMING WATER BOUND MACADAM road of 75 mm consolidated Sq.m 14.00 thickness including preparing the sub-grade, spreading 50 mm gradedmetal compacting by power roller and blinding the surface with grit ormurrum, watering etc. complete.

16.24 CEMENT CONCRETE 1:4:8 using graded stone aggregate of 40 mm Cu.m 1,760.00 maximum size including form work, compaction, finishing, curing etc.complete FOR FOUNDATIONS BELOW KERBS.

16.25 Providing and fixing PRECAST CEMENT CONCRETE 1:2:4 (using 20 Metre 200.00 mm max. size graded stone aggregate) KERB STONES of size 125mm wide and 375mm deep (5" x 15") curved at inner edge of 25 mmradius including necessary form work, compaction, finishing, curing,fixing with cement mortar 1:3, jointing and pointing in cement mortar1:3 etc. complete.

16.26 Supplying and laying 50 mm average thickness, ROUGH SHAHABAD Sq.m 270.00 STONE PAVING in foot-paths, over a bed of 150 mm thick murrum, toproper slope, including cutting the edges to proper lines and sunkpointing with cement mortar 1:3 with 15 mm x 10 mm groove crosswise and longitudinally and curing etc. complete.

16.27 LABOUR CHARGES only for laying 50mm average thickness Sq.m 85.00 ROUGH SHAHABAD STONE PAVING in foot-paths, over a bed of 150mm thick murrum (including supply of murrum and preparation ofmurrum bed), to proper slope, including cutting the edges to properlines and sunk pointing with cement mortar 1:3 with 15 x 10 mmgroove crosswise and longitudinally, curing, cutting of stoneswherever required and transporting the stones to site of work from theDivisional stores etc. complete.

16.28 HOT MIXED, hot laid ASPHALTIC ROAD SURFACING using bitumen Tonne 3,216.00 not less than 7.0% by weight of total mix, laid to camber, level, slopeetc. including laying, rolling etc. complete.

16.29 HOT MIXED, hot laid ASPHALTIC MACCADAM SURFACING using Tonne 2,013.00 bitumen not less than 3.5% by weight of total mix laid to camber,level, slope etc. including laying, rolling etc. complete.

16.30 Reinforced cement concrete of M-15 GRADE, IN WATER TABLES Cu.m 2,350.00 using graded stone aggregate 20 mm maximum size includingformwork, consolidation, finishing, curing, providing and laying waterproof kraft paper etc. complete as per specifications but excludingsteel reinforcement. Note: Reinforcement will be measured separatelyand paid for under item 1 of CHAPTER IV of SOR as applicable.

16.31 DRY STONE PITCHING, 230 mm thick using spotless stone Sq.m 125.00 including supply of stone, preparation of surface, setting the stone tothe proper slopes etc. complete.

16.32 GROUTING THE JOINTS IN STONE PITCHING 230 mm thick with Sq.m 65.00 cement mortar 1:3 and pointing the surfaces with the same mortar,including all labour, material etc. complete.

16.33 FULL GROUT MACADAM ROAD SURFACING 50 MM THICK Sq.m 284.00 including preparing and cleaning WBM road, spreading 40 mm I.R.C.hard trap stone metal at 6.1 m3/100 m2, rolled lightly with 8 to 10 tonpower roller, spraying bitumen 30/40 (R-35) at the rate of 5.37 kg/m2and blinding the surface with 12 mm stone chippings at the rate of1.87 m3/ 100 m2 and thoroughly consolidated with 8 to 10 ton powerroller and applying a final seal coat of 80/100 grade (R-90) at the rateof 1.47 kg/m2 and blinding the seal coat with 6 mm stone chippings atthe rate of 1.07 m3/100 m2 and final consolidation with 8 to 10 tonpower roller etc. complete.

16.34 Hot mixed, hot laid, Asphaltic road surfacing 25mm thick using Sq.m 177.00

DCSEM SOR 2008 : 56 / 90+17 :

S.No. DESCRIPTION OF ITEM UNIT RATE bitumen not less than 7.0% by weight of total mix laid to camber,level, slope etc. including laying, rolling etc. complete

16.35 Hot mixed, hot laid, Asphaltic Macadam surfacing 50mm thick using Sq.m 221.00 bitumen not less than 3.5% by weight of total mix laid to camber,level, slope etc. including rolling etc. complete

* * *

DCSEM SOR 2008 : 57+41 / 90+41 :

17. - EXTERNAL WATER SUPPLY

Sl.No DESCRIPTION OF ITEM UNIT RATE

17.1 Providing and laying in trenches socket and spigot centrifugally CAST(SPUN) IRON PRESSURE PIPES FOR WATER SUPPLY CLASS LAconforming to IS:1536- 1976, including lowering and keeping them inposition to correct alignment and levels, including cuting to waste ofpipes wherever necessary, testing the pipes after making necessaryjoints (joints measured and paid separately) to 10 kg/cm2 pressure withminimum duration of testing for two hours with clean and potable wateras per specifications:-

(i) With contractor's supply of pipes:

a) 80 mm n.b. RM 1022.00b) 100 mm n.b. RM 1198.00

c) 150 mm n.b. RM 1497.00d) 200 mm n.b. RM 2002.00

e) 225 mm n.b RM 2410.00f) 250 mm n.b. RM 2535.00

g) 300 mm n.b. RM 2896.00

(ii) Pipes supplied by Department free of cost includingtransporting, loading, and unloading the pipes from DepartmentalStores to site of work and surplus returned to stores.

a) 80 mm n.b. RM 71.00b) 100 mm n.b. RM 83.00

c) 150 mm n.b. RM 104.00d) 200 mm n.b. RM 136.00

e) 225 mm n.b RM 152.00f) 250 mm n.b. RM 168.00

g) 300 mm n.b. RM 189.00

Note: The measurement shall be taken along the centre line of pipes inbetween the fittings or specials.

17.2 Providing, laying and jointing CAST IRON SPECIALS/FITTINGS for Kg 81.00pressure pipes for water supply like tees, bends, collars, reducers,enlargers of all sockets, socket and spigot or double end flangedconforming to IS: 1538 (Parts I to XXIII) - 1976 to correct alignment andlevels including testing the specials to 10 kg/cm2 pressure with aminimum period of testing of two hours with clean and potable water, asper specifications.

17.3 Making LEAD CAULKED JOINTS to cast iron socket and spigot ordouble socket pressure pipes and specials for water supply includingcost of spun (jute) yarn, fuel, labour, including making socket pits forlead pouring and caulking and testing the joints with clean and potablewater for 10 kg/cm2 pressure with a minimum testing duration of twohours as per specifications:

(i) With lead supplied free of cost by Department.

a) 80 mm n.b. Each 109.00b) 100 mm n.b. Each 123.00

c) 150 mm n.b. Each 143.00d) 200 mm n.b. Each 194.00

e) 9" i/d. Each 207.00f) 250 mm n.b. Each 250.00

DCSEM SOR 2008 : 58+41 / 90+41 :


g) 300 mm n.b. Each 280.00

(ii) With lead to be procured by Contractor.




g) 300 mm n.b. Each 1072.00

17.4 Making flanged joints to DOUBLE FLANGED CAST IRON PRESSUREPIPES AND SPECIALS for water supply (including pits for making joints),including drilling holes for flanges, providing jointing materials likerubber insertion or equivalent and tested for 10 kg/cm2 pressure withclean and potable water with a minimum testing duration of two hours asper specifications (each joint means connecting two flanges).




g) 300 mm n.b. Each 183.00

17.5 Providing, laying, jointing, fixing and testing HEAVY QUALITY M.S.GALVANISED PIPES AND FITTINGS like tees, elbows, collars, unions,nipples, enlargers, reducers, bends, couplings and all other fittingsrequired for the work, EXCLUDING FLANGES, conforming to IS:1239-1979, including testing the pipes and fittings for 10 kg/cm2pressure with a minimum period of two hours duration, (with clean water)including cutting to waste, threading with jointing materials like hempyarn, white or red lead, in trenches, including painting with two coats ofanti-corrosive bitumastic paint over a coat of primer, as per specifications.

(A) With exclusive use of TATA make:

a) 15 mm n.b. Metre 161.00b) 20 mm n.b. Metre 177.00

c) 25 mm n.b. Metre 229.00d) 32 mm n.b. Metre 302.00

e) 40 mm n.b. Metre 349.00f) 50 mm n.b. Metre 474.00

g) 80 mm n.b. Metre 820.00h) 100 mm n.b. Metre 1052.00

(B) With use of Other Brands:




DCSEM SOR 2008 : 59+41 / 90+41 :



Note: The measurement shall be taken along centre line of pipes and fittingsor specials, excluding flanges.

17.6 Providing, joting and fixing HEAVY QUALITY G.I. FLANGES for m.s.galvanised pipes conforming to IS:778 including bolts, nuts, rubberinsertion incuding testing the joints for 10 kg/cm2 pressure with cleanand potable water with a minimum period of two hours duration etc.complete as per specifications.

(A) JOINT WITH A PAIR OF FLANGES:



e) 40 mm n.b. Each 291.00f) 50 mm n.b. Each 376.00

g) 80 mm n.b. Each 594.00h) 100 mm n.b. Each 758.00

i 150 mm n.b. Each 1507.00

(B) JOINT WITH SINGLE FLANGE:





i) 150 mm n.b. Each 841.00

17.7 Providing and fixing in position best Indian make heavy quality G.M.FERRULES on C.I. mains including drilling the holes in the main andtapping the same etc. as per specifications:


17.8 Providing and fixing in position heavy pattern screw down gun metalGATE VALVES conforming to IS:778 with hand wheels at top includingtesting for 10 kg/cm2 pressure with clean and potable water with aminimum testing duration of two hours etc. as per specifications.




g) 80 mm n.b. Each 3672.00

DCSEM SOR 2008 : 60+41 / 90+41 :


h) 100 mm n.b. Each 6536.00

DCSEM SOR 2008 : 61+41 / 90+41 :


17.9 Providing and fixing best Indian make heavy quality gun metal CHECKVALVES conforming to IS: 778 suitable for horizontal/vertical mountingwith screwed ends, including testing for 10 kg/cm2 pressure with cleanand potable water with a minimum testing duration of two hours etc. asper specifications:





17.10 Constructing G.M. VALVE CHAMBERS comprising 230 mm thick brick Each 1517.00

masonry in cement mortar 1:6 over 150 mm thick cement concrete 1:4:8foundation, including masonry, form work, plastering exposed faces withcement mortar, finished with a floating coat of neat cement, providingand fixing C.I. frame and hinged cover weighing not less than 7 Kgs.,painted with 2 coats of approved paint etc. as per specifications Size300 x 300 mm (clear internal dimension) with 300 x 300 mm C.I. cover.

17.11 Providing and fixing best Indian make C.I. GATE VALVE with flangedends conforming to IS: 780, along with a pair of C.I. tail piecesconforming to IS:1538, making necessary flanged joints, providing alljointing materials, testing the valves and joints for 10 kg/cm2 pressurewith clean and potable water with a minimum testing duration of twohours etc. as per specifications:




17.12 Providing and fixing best Indian make cast iron flanged NON-RETURNVALVES along with a pair of C.I. tail pieces conforming to IS:5312 (PartI) making necessary flanged joints, providing all jointing materials,testing the valve and joints for 10 kg/cm2 pressure with clean andpotable water for minimum testing duration of two hours etc. as perspecifications:




DCSEM SOR 2008 : 62+41 / 90+41 :


17.13 Constructing brick masonry CHAMBERS FOR C.I.VALVE upto 1200 mmdepth comprising of 230 mm thick brick masonry in cement mortar 1:6over 150 mm thick cement concrete of 1:4:8, plastering with cementmortar 20 mm thick on inside, outside and all exposed surfaces, finishedwith a floating coat of neat cement, 100 mm thick RCC slab (withsuitable reinforcement not exceeding 110 kg/m3 of concrete) at topincluding necessary form work for plain and reinforced concrete work,providing and fixing C.I. circular surface box with hinged lid, over the

RCC slab, suitable for key rod operation etc.complete as per specifications:

(i) Chamber measuring 600 mm x 600 mm (internal) Each 5684.00(ii) Chamber measuring 900 mm x 900 mm (internal). Each 7916.00

17.14 Extra over item 13 for depth beyond 1200 mm internal depths:

(i) Chamber measuring 600 mm x 600 mm Metre 3246.00(ii) Chamber measuring 900 mm x 900 mm Metre 4229.00

17.15 Providing and fixing approved municipal pattern 80 mm n.b. stand post Each 9037.00type FIRE HYDRANT conforming to IS:908 with 65 mm outlet, providedwith an 80 mm C.I. double flanged sluice valve conforming to IS:780,with a pair of tail pieces, duck foot bend etc, including making flangedjoints, painting with two coats of paint of approved shade over a coat ofprimer etc. complete as per specifications.

17.16 Providing and fixing Gun metal LANDING VALVE consisting of stop valve Each 5894.00and check nut valve,spindle, handwheel, instantaneous female outletfixed at 90 off to the Vertical axis of valve with Blank cap fixed to outletsetc. conforming to IS:5290 including testing at 10 kg/cm2 for a period ofminimum 2 hours with clean water including making necessary flangejoints with rubber insertion,bolts and nuts, painted with two coats ofpaint of approved shade over a coat of primer etc. complete as perspecifications.

* * *

DCSEM SOR 2008 : 63+41 / 90+41 :


18. - INTERNAL WATER SUPPLY (With G.I. Pipes)

18.1 Providing, laying, jointing, fixing, testing and painting as per colour codeof BARC heavy quaity (Class `C') M.S. GALVANISED PIPES as perIS:1239 including fittings like elbows,collars, tees, unions, couplings,reducers, enlargers, bends and all other fittings, required for thecomcpletion except screwed flanges conforming to IS: 1239 and also asper the code of practice of water supply in buildings of IS: 2065including laying under the floors, chasing in walls, roof slabs and makinggood the same to the original conditions, including cost of all jointingmaterial like hemp yarn, white or red lead, clamps, wooden gutties,screws, cement, sand etc. complete testing the pipes with clean wateras per specifications:

(A) with exclusive use of TATA make:




g) 80 mm n.b. Metre 650.00

(B) with use of Other Brands:





Note: The measurement shall be taken along the centre line of pipes andfittings or specials but excluding flanges.

* * *

DCSEM SOR 2008 : 64+41 / 90+41 :


19. - SEWERAGE

19.1 Providing and laying salt glazed STONE WARE PIPES and fittings of grade `A' or `AA' conforming to IS: 651 in trenches for all depths, tocorrect grade, levels and alignment including jointing with hemp yarn& cement mortar 1:1 including testing etc.complete as per specifications.

(a) 100 mm dia. size Metre 120.00(b) 150 mm dia. size Metre 190.00(c) 230 mm dia. size Metre 340.00

Note: The measurement shall be taken along the centre line of pipes & fittingsor specials as laid from inside of one manhole to the inside of other manhole.

19.2 Providing, laying or fixing in position under floors or against wallscentrifugally CAST (SPUN) IRON OR SAND CAST IRON SOCKET ANDSPIGOT SOIL, WASTE, VENTILATION PIPES and fittings including costof all fittings like bends, offsets,tees,tapers,collars,connectors, plugs,shoes etc. conforming to IS:3989 and IS:1729 respectively, includingcost of jointing with tarred spun (jute) yarn and molten pig lead, caulk-ing the joints, including testing, painting with two coats of approved paintover a coat of primer etc. complete:

(b) 75 mm n.b. pipes (with 0.90 kg of lead per joint). Metre 720.00(c) 100 mm n.b. pipes (with 1.00 kg of lead per joint). Metre 870.00(d) 150 mm n.b. pipes (with 1.20 kg. of lead per joint). Metre 1540.00

Note: The measurement shall be taken along the centre line of pipes & fittings or specials.

19.3 Providing and fixing in position best salt glazed STONE-WARE GULLY Each 1812.00TRAP with 150 x 150 mm square inlet and 100 mm n.b. outletconforming to IS: 651 including embedding the trap in 1:4:8 cementconcrete, 150 mm x 150 mm G.I. grating at top, construction of brickmasonry chamber 300 mm x 300 mm (internal) in 230 mm thick brickmasonry, embedding the trap, plastering with cement mortar 1:4, 20 mmthick on inside, outside and all exposed faces, finished with a flatingcoat of neat cement, providing and fixing C.I. frame and hinged coverweighing not less than 7 Kgs. painting the grating, frame and cover with2 coats of approved bitumastic paint etc. complete.

19.4 Construction of INSPECTION CHAMBERS of internal clear dimension Each 4749.00900 x 600 mm in 230 mm thick brick masonry in cement mortar 1:6 overa bed of 150 mm thick 1:4:8 cement concrete foundation, plastering withcement mortar 1:4, 20 mm thick on inside, outside and all exposedsurface finished with a floating coat of neat cement, 1:2:4 cementconcrete for benching and channel finished with neat cement, brickcorbelling at top to provide clear opening of 900 mm x 450 mm,providing and fixing C.I. steps weighing not less than 3.5 kg/each at300 mm centre to centre etc. complete - Depth of chamber notexceeding 900 mm.

19.5 Extra over item 4 for depths beyond 900 mm depth including providing and M 3446.00fixing C.I. steps weighing not less than 3.5 kg/each etc. as per specifications.

19.6 Constructing CONICAL MANHOLE CHAMBERS size 900 mm i/d at Each 7621.00bottom and 525 mm i/d at top with brick masonry wall 340 mm thick incement mortar 1:6 over a bed of 230 mm thick 1:4:8 cement concretefoundation with 150mm offset alround outside the brick masonry,plastering with cement mortar 1:4, 20 mm thick on internal, external andall exposed surfaces finished with a floating coat of neat cement,necessary cement concrete 1:2:4, for forming benching and channel,providing and fixing C.I. steps each weighing not less than 3.5 kg. etc.

DCSEM SOR 2008 : 65+41 / 90+41 :


complete - Chamber depth not exceeding 1800 mm.

19.7 Extra over item 6 for depth beyond 1800 mm but upto 2400 mm depth Metre 5761.00in 450 mm thick brick masonry in cement mortar 1:6 and providing andfixing C.I. steps weighing not less than 3.5 kg. each etc. all as perspecifications.

19.8 Constructing CONICAL MANHOLE CHAMBERS size 1500 mm i/d at Each 11633.00bottom and 525 mm i/d at top, constructed in conical shape upto 1500mm depth from ground level in 340 mm thick brick masonry in cementmortar 1:6 and in cylindrical shape thereafter in 450 mm thick brickmasonry in cement mortar 1:6, over a bed of 230 mm thick cementconcrete 1:4:8 foundation having 150 mm offset over brick masonry allround, cement plaster 20 mm thick in cement mortar 1:4, on inside,outside and all exposed surfaces, finished with floating coat of neatcement, necessary cement concrete 1:2:4 for forming benching andchannel, providing and fixing C.I. steps each weighing not less than 3.5kg etc. complete. Chamber depth not exceeding 1800 mm.

19.9 Extra over item 8 for depths beyond 1800 mm initial depth in 450 mm Metre 8215.00thick brick masonry in cylindrical shape of 1500 mm i/d, in cementmortar 1:6, providing and fixing C.I. steps each weighing not less than3.5 kg. etc. all as per specifications.

19.10 Providing and fixing C.I. FRAME AND COVER (conforming to IS: 1726) Kg 42.00of size, weight and numbers as specified in schedule of manholes andinspection chambers including cost of necessary 1:2:4 cement concreteand 1:4 cement mortar for fixing, painting the frame and cover with twocoats of approved paint of approved shade etc. complete.

* * *

DCSEM SOR 2008 : 66+41 / 90+41 :


20. - EXTERNAL STORM WATER DRAINAGE

20.1 Supplying, lowering, laying, RCC SPUN PIPES (Class NP2) of IS: 458with necessary collars, laid to correct grade and levels at all depth,including cutting to lengths, jointing with hemp yarn and cement mortar1:1, caulking the joints, and finishing, curing, testing etc. complete asper specifications:





i 600 mm n.b. Metre 1040.00j 700 mm n.b. Metre 1315.00

k) 800 mm n.b. Metre 1839.00l) 900 mm n.b. Metre 2646.00

m) 1000 mm n.b. Metre 2843.00n) 1100 mm n.b. Metre 3292.00

o) 1200 mm n.b. Metre 3459.00

20.2 Each 12297.001500 mm x 900 mm, in 380 mm thick random rubble masonry in cementmortar 1:6, over a bed of 230 mm thick 1:4:8 cement concrete with anoffset of 150 mm over the masonry on all sides, 1:2:4 cement concretefor haunches and benching, plastering with cement mortar 1:4, 25 mmthick, finished with a floating coat of neat cement, providing and fixingC.I. steps, weighing 3.5 Kgs. each @ 300 mm c/c etc. complete as perspecifications: Depth of chamber not exceedxing 1200 mm.

20.3 Extra over item 2 for depths beyond 1200 mm initial depth including M 7422.00providing and fixing C.I. steps weighing not less than 3.5 kg/each at 300mm c/c etc. as per specifications.

20.4 Constructing STORM WATER CHAMBER 900 mm x 450 mm (clear Each 4503.00internal dimension) in 230 mm thick brick masonry in cement mortar 1:6,over a bed of 150 mm thick 1:4:8 cement concrete foundation having150 mm offset over masonry on all sides, haunches and benching in1:2:4 cement concrete, cement plaster 1:4, 20 mm thick on inside,outside and all exposed surfaces, finished with a floating coat of neatcement, providing and fixing C.I. steps weighing not less than 3.5 kg.each at 300 mm c/c etc. as per specifications: Depth of chamber notexceeding 1000 mm.

20.5 Extra over item 4 for depths beyond 1000 mm initial depth including Metre 3063.00providing and fixing C.I. steps weighing not less than 3.5 kg. each at300 mm c/c etc. as per specifications.

20.6 Providing and fixing C.I. FRAME AND COVER as per IS:1726, of size, Kg 42.00weight and number specified for chamber, including cost of necessary1:2:4 cement concrete and 1:4 cement mortar for fixing, painting theframe and cover with 2 coats of approved paint of approved shade etc.

Constructing STORM WATER CHAMBERS of (clear internal dimensions)

DCSEM SOR 2008 : 67+41 / 90+41 :


complete as per specifications.

20.7 Making side inlets for STORM WATER CHAMBERS with one number Each 466.00450 mm x 150 mm x 13 mm thick C.I. grating including necessarycement concrete 1:2:4 and cement mortar 1:4 for fixing, painting thegrating with two coats of approved paint of approved shade etc.complete as per specifications.

20.8 Providing, laying or fixing with necessary clamps or concealed in wallsapproved quality CAST IRON RAIN WATER PIPES AND FITTINGSconforming to IS: 1230 including jointing with tarred spun yarn andmolten lead, caulking the joints, painting the pipes and specials with twocoats of approved paint of approved shade over a coat of primer etc.complete as per specifications:

a) 75 mm n.b. (with 0.75 kg of lead/joint). Metre 402.00b) 100 mm n.b. (with 0.98 kg of lead/joint). Metre 499.00c) 150 mm n.b. (with 1.48 kg of lead/joint). Metre 828.00

Note: The measurement shall be taken along the centre line of pipes & fittings or specials.

20.9 Providing, laying or fixing with necessary clamps approved qualityAsbestos cement rain water pipes and fittings conforming to IS:1626(Part 1, 2 & 3) including jointing with spun yarn soaked in bitumen andcement mortar (1:2), caulking the joints, curing the joints etc. complete.

a) 80 mm n.b. Metre 92.00b) 100 mm n.b. Metre 106.00c) 150 mm n.b. Metre 228.00

20.10 Providing and fixing LEAD SHEET FLASHING of about 450 mm x 450 Each 869.00mm size made out of 1.5 mm thick lead sheets including forming torequired shape, dressing, fixing to mouth of rain water pipes withnecessary bitumen, cement mortar, providing C.I. grating etc. completeas per specification for rain water down takes of size upto 150 mm n.b.

20.11 Providing, transporting, lowering and laying in position at site atrequired elevation on prepared foundation concrete beds ready madeRCC hume pipe septic tanks of internal diametre as below,manufactured by M/s. Indian Hume Pipe Company or its equivalent,constructing access shafts over the hume pipe of internal clear size 600mm x 600 mm in brick masonry with cement mortar 1:6 raised uptoground level, plastering of the access shafts with cement mortar (1:4),20 mm thick on inside, outside and all exposed surfaces, finishedsmooth including providing C.I.steps weighing not less than 3.5 kgs. at300 mm c/c of the access shaft chamber, depth not exceeding 1000mmetc. complete including the cost of 1 No. of 75 mm dia. C.I. vent pipeabout 3 metre long embedded in a PCC bed 45 cm x 45 cm x 30 cm andprojecting 2 m above ground level and terminating with a C.I. cowl attop, and providing and fixing 150 mm dia. SWG tee as per drawing andspecifications.

a) 600 mm dia. Each 13641.00b) 900 mm dia. Each 17764.00

c) 1200 mm dia. Each 22484.00d) 1524 mm dia. Each 30795.00

e) 1829 mm dia. Each 38481.00

Note: Excavation for septic tank, PCC foundation bed for septic tank and C.I. covers tobe paid for separately under relevant items of civil and P.H. works schedule.

* * *

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21. - SANITARY SOIL & WASTE APPLIANCES AND FITTINGS

21.1 Each 8464.00

(a) DOUBLE TRAP SYPHONIC pattern silent flushing coupled w.c. invitreous chinaware with internal `P' or `S' trap conforming to IS: 2556 (Part II).

(b) Vitreous chinaware, low level flushing cistern 10 litres capacity,mounted brackets with double syphonic pattern and all internal fittingsconforming to IS:774.

(c) 15 mm n.b. heavy quality PVC inlet connection with brass unions at ends.

(d) 15 mm n.b. screw down heavy quality, fancy variety C.P.brass stopcock of M/s. BILMAT/ESSCO/ GEM/KINGSTON or equivalent makeconforming to IS: 8931.

(e) Solid plastic heavy quality seat with lid of approved make and colour,with C.P. brass pillar hinges, conforming to IS: 2548 (Part I & II).

21.2 Providing and fixing EUROPEAN WATER CLOSET suite comprising: Each 4731.00

(a) WASH DOWN PATTERN European water closet best Indian make,in white glazed vitreous, with integral `P' or `S' trap.

(b) 15 mm n.b. heavy quality PVC inlet connection with brass unionsconnected at ends.

(c) 15 mm n.b. screw down variety heavy quality C.P. brass stop cock con-forming to IS: 781.

(d) Solid plastic heavy quality seat with lid of approved make and colourwith C.P. brass pillar hinges, conforming to IS: 2548 (Part I & II).

(e) 10 litres capacity plastic low level flushing cistern of gleaming whiteshade, best quality, champion or approved equivalent, conforming to IS:7231 complete with all internal fittings, matching heavy quality PVC flushbend mounted on a pair of white enamel painted brackets.

21.3 Providing and fixing HEALTH (ANGLO- INDIA) WATER CLOSET Each 5555.00suite comprising:

(a) Health (Anglo-India) water closet best Indian make, in white glazedvitreous, with integral `P' or `S' trap.

(b) With plastic low level flushing cistern 10 litres capacity of gleamingwhite shade best quality champion or approved equivalent, conformingto IS: 7231 complete with all internal fittings, matching heavy qualityPVC flush bend mounted on a pair of white enamel painted brackets.

(c) 15 mm n.b. heavy quality PVC inlet connection with brass unions atends.

(d) 15 mm n.b. screw down heavy quality C.P. brass stop cockconforming to IS: 781.

(e) Solid heavy quality plastic seat with lid of approved make and colourwith C.P. brass pillar hinges, conforming to IS: 2548 (Part I & II).

1. Providing and fixing EUROPEAN WATER CLOSET SUITE comprising :

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21.4(i) Each 3664.00

(a) Orissa pattern W.C. best Indian make in white glazed vitreouschinaware, size 580 mm x 400 mm with `P' or `S' trap, conforming to IS: 2556.

(b) C.I. high level flushing cistern 10 litres capacity with all internalfittings mounted on a pair of white enamel painted brackets conformingto IS: 2326.

(c) 32 mm n.b. heavy quality PVC flush pipe of appropriate length withall PVC specials, etc. concealed in wall.

(d) 15 mm n.b. heavy quality PVC inlet connection with brass unions atends.

(e) 15 mm n.b. heavy quality G.I. pipe and specials for overflow fromcistern upto 150 mm above floor level concealed in wall and terminatedwith 15 mm n.b. C.P. brass moquito proof jali etc. complete.

(f) 15 mm n.b. screw down heavy quality C.P. Brass stop cockconforming to IS: 781.

21.4(ii) - do - as as per item 4(i) above with plastic low level flushing cistern of Each 3395.00gleaming white shade, best quality, champion or approved equivalent,conforming to IS: 7231 complete with all internal fittings, matching heavyquality PVC flush bend mounted on a pair of white enamel paintedbrackets.

21.5 Providing and fixing approved INDIAN WATER CLOSET suitecomprising:-

(a) Indian water closet in white glazed vitreous chinaware with `P' or `S'trap conforming to IS: 2556.

(b) C.I. high level flushing cistern with all fittings mounted on a pair ofwhite enamelled brackets.

(c) 32 mm n.b. heavy quality PVC flush pipe of appropriate length withall PVC specials etc. concealed in wall.

(d) 15 mm n.b. heavy quality PVC inlet connection with connected atends.

(e) 15 mm n.b. screw down variety, heavy quality C.P. brass stop cockconforming to IS: 781.

(f) 15 mm n.b. heavy quality G.I.pipe and specials for overflow fromcistern upto 150 mm above floor level concealed in wall and termi-nated with 15 mm n.b. C.P. brass mosquito proof jali etc. complete.

(a) W.C. of size 580 mm x 370 mm Each 3034.00(b) W.C. of size 510 mm x 305 mm Each 2969.00(c) W.C. of size 450 mm x 320 mm Each 2887.00

Providing and fixing approved ORISSA PATTERN W.C.SUITE comprising

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21.6 Providing and fixing AUTOMATIC FLUSHING CISTERN FOR URINALSconsisting of:

(a) C.I. automatic flushing cistern of capacity mentioned below, with allinternal fittings, mounted on a pair of C.I. brackets, both cistern andbrackets painted with two coats of approved paint of approved shadeand conforming to IS:2326

(b) C.P. brass distribution pipes from the cistern to the urinal/ urinalswith all C.P. brass specials fixed to wall with C.P. clamps.

(c) C.P. brass spreaders one for each urinal.

(d) 15 mm n.b. heavy quality PVC inlet connections to cistern with allbrass unions at ends.

(e) 15 mm n.b. C.P. brass heavy quality screw down stop cock, on theinlet connection conforming to IS: 781.

(f) 15 mm n.b. G.I. heavy quality pipe and specials for overflowconnection upto 150 mm above floor level concealed in wall andterminated with C.P. brass mosquito proof jali etc. complete.

i Cistern of five litres capacity for one urinal. Each 2092.00ii Cistern of ten litres capacity for a range of two urinals. Each 2726.00iii Cistern of ten litres capacity for a range of three urinals. Each 3284.00

21.7 Providing and fixing best quality approved colour and shade MARBLE Each 1101.00PARTITION slab 25 mm thick and of size 750 mm x 630 mm, polished onboth sides, machine cut edges with rounded exposed corners etc. complete.

21.8 Providing and fixing HALF ROUND white glazed vitreous chinawareCHANNELS with or without dead ends, set in cement mortar 1:3 laid toproper slope and grade including painting and finishing neatly with whitecement, including cutting wherever necessary for fixing grating,necessary cement concrete 1:2:4 for filling on sides etc. complete.

a 100 mm dia. size M 732.00b 150 mm dia. size M 874.00

21.9(i) Providing and fixing best quality WASH BASIN of size 550 mm x 400 Each 2711.00mm with plain rims, comprising of:-

(a) Best Indian make wash basin in white glazed vitreous chinawareconforming to IS: 2556 part IV supported on suitable wall brackets andof size mentioned above.

(b) One number heavy quality 15mm n.b. C.P. brass pillar cock withJam nut conforming to IS: 1795.

(c) One number 15 mm n.b. heavy quality PVC inlet connection withbrass unions at ends.

(d) One number 15 mm n.b. heavy quality C.P. brass screw down stopcock conforming to IS:781.

(e) One number 32 mm n.b. heavy quality C.P. brass waste with rubberplugs & C.P. chain.

(f) One number 32 mm C.P. brass heavy quality bottle trap with extensionpiece and wall flange etc. complete of Dripless or approved equivalent.

21.9(ii) -do- all as per item 9(i) above but will 15 mm n.b. screw down heavy Each 3009.00fancy variety C.P. brass stop cock of M/s. BILMAT/ESSCO/

DCSEM SOR 2008 : 71+41 / 90+41 :


GEM/KINGSTON or equivalent make conforming to IS: 8931.

21.10 Providing and fixing best quality LABORATORY SINKS comprising of:-

a) Best quality white glazed vitreous chinaware sinks of size mentionedbelow, with integral overflow weir at end, supported on a pair of whiteenamel painted C.I. brackets, conforming to IS:771 (Part 2).

b) One number suitable C.P.brass waste heavy quality, with rubber plugand C.P. chain.

(c) One number suitable C.P.brass bottle trap with extension piece and wallflange of heavy quality Dripless or approved equivalent.Size of sinks

(i) 450 mm x 300 mm x 150 mm Each 2493.00 (ii) 600 mm x 450 mm x 200 mm Each 4423.00

21.11 Providing and fixing best quality KITCHEN SINKS comprising of:- (a)Best quality white glazed vitreous chinaware kitchen sinks of sizementioned below, with integral overflow weir at end, supported on a pairof white enamel painted C.I. brackets, conforming to IS: 771 (Part 2).

(b) One number suitable C.P. brass waste heavy quality, with rubberplug and C.P. chain.

(c) One number suitable size heavy quality C.P. brass bottle trap withextension piece and wall flange of Dripless or approved equivalent.Size of sinks:

(i) 600 mm x 450 mm x 200 mm Each 4572.00 (ii) 600 mm x 450 mm x 250 mm Each 4833.00

21.12 Providing and fixing in position white glazed vitreous china ware DRAIN Each 1423.00BOARD of size 530 mm x 450 mm on C.I. brackets painted with twocoats of approved primer, etc. complete.

21.13 Providing and fixing decorative round shaped C.P. brass SHOWER Each 480.00ROSE of easy clean design of size 15 mm suitable for fixing on G.I. lineswith built in ball joint for directional changes.

21.14 Providing and fixing in position bevelled or plain edge MIRROR made Each 603.00out of best Indian glass 6.00 mm thick, of approved manufacture,mounted on asbestos cement sheet fixed in position with 4 Nos. C.P.brass screws with detachable C.P. brass caps, washers, rawl plugs etc.complete, of size 600 mm x 450 mm.

21.15 Providing and fixing approved type liquid SOAP DISPENSER with C.P.brass brackets, cap etc. fixed to wall with C.P. brass screws, andscrewed on to wooden rawl plugs etc. complete.

(a) Container in C.P. brass Each 236.00

21.16 Providing and fixing 150 mm x 150 mm recessed type TOILET PAPER Each 481.00ROLL HOLDER of M/s. Hindustan Sanitaryware/CERA or approvedequivalent, in white glazed vitreous china ware including cutting intowall, making good the same complete.

21.17 (a) Providing and fixing C.P. brass TOWEL RODS of M/s. Bilmat or Each 801.00approved equivalent of size 600 mm x 20 mm with a pair of C.P. brassbrackets, wall flanges etc. fixed to wall with C.P.brass screws, screwedon to rawl plugs etc. complete.

(b) Providing and fixing C.P. brass TOWEL RODS of size 600 mm x 20 Each 580.00mm with pair of C.P. brass brackets, wall flanges etc. fixed to wall withC.P. brass screws, screwed on to rawl plugs etc. complete.

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DCSEM SOR 2008 : 73+41 / 90+41 :


21.18 (a) Providing and fixing heavy quality C.P. brass screw down BIB TAPS Each 423.00on G.I. lines, and conforming to IS: 781 - Size 15 mm

(b) Providing and fixing heavy quality fancy variety C.P. brass screw Each 736.00down BIB TAPS of M/s. Bilmat/GEM/ Essco/Metro or approvedequivalent make conforming to IS: 8931 on G.I. lines. - size 15 mm

21.19 (a) Providing and fixing heavy quality C.P. brass screw down STOP Each 418.00COCKS on G.I. lines, conforming to IS: 781. Size 15 mm

(b) Providing and fixing heavy quality fancy variety C.P. brass screw Each 710.00down STOP COCKS of M/s. Bilmat/GEM/ESSCO/ Metro or approvedequivalent make conforming to IS: 8931 on G.I.lines. Size 15 mm

21.20 (a) Providing and fixing heavy quality approved make C.P. brass screw Each 663.00down CONCEALED type STOP COCK of 15 mm size, with wall flangeetc. on G.I. lines etc. complete.

(b) Providing and fixing heavy quality fancy variety C.P. brass screw Each 986.00down concealed type STOP COCK of 15 mm size of M/s.Bilmat / Metro /Acco / GEM / Kingston or approved equivalent conforming to IS: 8931on G.I.lines, etc. complete. Size 15 mm

21.21 (a) Providing and fixing approved make heavy quality C.P. brass screw Each 580.00down PILLAR TAP with jam nut, of 15 mm n.b. conforming to IS: 1795.

(b) Providing and fixing heavy quality fancy variety C.P. brass screw Each 686.00down PILLAR TAP of M/s. Bilmat or approved equivalent of 15 mm n.b.conforming to IS: 8934.

21.22 Providing and fixing approved make heavy quality, fancy variety 15mm Each 926.00n.b. C.P. brass screw down EBLOW ACTION BIB TAP of M/s. Bilmat /GEM / ESSCO/Metro or approved equivalent conforming to IS: 8931.

21.23 Providing and fixing approved make heavy quality, fancy variety, 15mm Each 936.00n.b. C.P. brass screw down ELBOW ACTION PILLAR TAP of M/s.GEM/ESSCO/ Metro or approved equivalent conforming to IS: 8931.

21.24 Providing and fixing heavy quality 15 mm n.b. screw down type C.P. Each 650.00brass or oxidised brass SWAN NECK TAP of easy clean variety with jamnut etc. complete; tap with single serrated outlet.

21.25 Providing & fixing heavy quality 15 mm dia. INLET CONNECTION 450mmlong with unions at ends.

a Plastic pipes with brass unions Each 76.00

21.26 Providing and fixing Commander make or approved equivalent heavyquality solid PLASTIC SEAT and lid of following shade, with C.P. brasspillar hinges etc. complete conforming to IS: 2548.

a Black Each 642.00b White Each 1086.00

21.27 Providing and fixing M/s. Dripless / Bilmat / ESSCO or equivalentapproved make heavy quality C.P. brass BOTTLE TRAP with C.P.brass extension piece to wall with C.P. brass wall flange etc. complete.

a Size 32 mm Each 733.00b Size 40 mm Each 834.00

21.28 Providing and fixing heavy quality LEAD`P' or `S' TRAP with plumberunion, cleaning eye at bottom, wiped solder joints etc. complete.

a Size 32 mm Each 323.00b Sized 40 mm Each 369.00

DCSEM SOR 2008 : 74+41 / 90+41 :


DCSEM SOR 2008 : 75+41 / 90+41 :


21.29 Providing and fixing approved quality 10 litres capacity HIGH LEVELFLUSHING CISTERN with all internal fittings, pull chain etc. mounted onbrackets, brackets and cistern painted with 3 coats of approved paintetc. complete conforming to IS: 774.

(i) C.I. cistern supported on C.I. brackets. Each 1467.00

21.30 Providing and fixing best quality 10 litres capacity LOW LEVELFLUSHING CISTERN of material as indicated below with all internalnon-ferrous fittings, and matching flush bend, mounted on a pair ofsuitable brackets etc. complete conforming to IS: 774.

(i) White glazed vitreous china ware cistern. Each 3028.00(ii) Plastic cistern of gleaming white shade conforming to IS: 7231; Each 1459.00Champion make.

21.31 Providing and fixing heavy quality LEAD PIPES including cuttings,bending to shape dressing etc. including cost of all brass specials,making necessary wiped solder joints,fixing cleaning eye and fixing towall with clamps, painted with 2 coats of approved paint etc. complete.

a 32 mm n.b. pipe weighing not less than 4.10 kg/m. Metre 1102.00b 40 mm n.b. pipe weighing not less than 4.50 kg/m. Metre 1201.00c 100 mm n.b. pipe weighing not less than 11 kg/m. Metre 2490.00

21.32 Prviding and fixing C.I. NAHANI TRAP of self cleaning design with 75mm outlet having a minimum water seal of 50 mm with grating on topincluding necessary 1:2:4 cement concrete for embedding the trap etc.complete conforming to IS:3989.

(a) With C.I. grating Each 288.00(b) With C.P. brass/stainless steel grating. Each 376.00

21.33 Providing and fixing white glazed VITREOUS CHINA WARE TRAP with Each 373.00100mm outlet, C.P. brass hinged dome grating, necessary 1:2:4concrete for embedding the trap etc. complete.

21.34 Providing and fixing best quality high pressure copper BALL VALVES foroverhead water tank suitable for fixing on C.I. pipe line conforming to IS:1703.

i of size 15 mm Each 475.00ii of size 20 mm Each 539.00

iii of size 25 mm Each 714.00iv of size 32 mm Each 1396.00

v of size 40 mm Each 1953.00vi of size 50 mm Each 3060.00

21.35 Providing and fixing best quality white glazed vitreous china wareRECESSED SOAP TRAY including cutting hole in wall, rectifying thesurface etc. complete, of size:-

(i) 150 mm x 150 mm Each 329.00(ii) 150 mm x 75 mm Each 243.00

21.36 Providing and installing at required elevation M.S. FABRICATED deletedWATER TANKS of following capacities fabricated out of 3 mm thickM.S. Sheet welded to suitable angle iron frame, 450 mm dia. frame andcover with locking arrangement at top with suitable G.I. sockets welded tothe tank for inlet, outlet, overflow and scour, painting the inside with 2 coatsof bitumastic paint and outside with 2 coats of approved flat oil paint over acoat of primer etc. complete.(i) Tank size overall 1.22 x 1.22 x 1.22 m and capacity 1820 litres. Each(ii) Tank size overall 1.83 x 1.22 x 1.22 m and capacity 2730 litres. Each(iii) Tank size overall 2.44 x 1.22 x 1.22 m and capacity 3640 litres. Each

DCSEM SOR 2008 : 76+41 / 90+41 :


21.37 Providing and fixing large flat back half stall urinal of size 610 mm x Each 3144.00400 mm x 380 mm of M/s. Hindustan Sanitaryware/CERA Brand/Neycer or approved equivalent supported on suitable wall brackets with 32 mmn.b. heavy quality Dripless/Kingston make C.P. brass bottle trap withextension piece and wall flange suitable heavy quality C.P. brass wasteincluding C.P. dome grating etc. complete as specified.

21.38 Providing, hoisting and installing at required elevation moulded HDPEcylindrical vertical water storage tanks of Sintex or its equivalent makeof the following capacities with suitable S.M.C. cover at top including thecost of labour for making hole in the storage tank for inlet, outlet, scourand overflow, providing and fixing necessary G.I. nipples rangingfrom 15mm to 50 mm n.b. of average 150 mm length with double checknuts, washers etc. complete.

a) 1000 litres capacity Each 6968.00b) 1500 litres capacity Each 10055.00

c) 2000 litres capacity Each 13252.00d) 2500 litres capacity Each 17686.00

e) 3000 litres capacity Each 19636.00f) 4000 litres capacity Each 26009.00

* * *

Sl.No Description of item Unit Rate Remarks

Pile foundation:

1 Tenderers shall quote rate for design and construction Kgs 330.00 Beam

of cast -in-situ RCC bored piles including pile cap and Hall, TIFR,

tie/plinth beams. Design other than bored cast in situ COLABA

pile will not be considered / accepted by the WORKS

Department. The tenderers shall submit in the Schdule

technical bid their detailed design calculations together

with drawing for pile foundation system for scrutiny and

acceptance of the department

Tenderers shall quote their rate against each item after

working out the quantities for items required to be

executed based on the design and drawing.

Bifurcation of item from the main item and / or forming

any items will not be entertained / accepted.

The payment or items nos. 5,6,8,9,10, and 11a,i

of schedule of quantities shall be made based on the

actual measurements. However, the payment for the

above items will be restricted it the maximum extent of

quantities / amount quoted by the tenderers against

these items in the schedule of quantities.

The tenderer shall mobilise the work by bringing plant

and machinery, men and materials in order to complete

the entire work including testing of pile. Site

clearance etc complete in all respect within the

stipulated time period.

Construction of Cast-in-Situ, RCC bored piles using

concrete not less than M-20 grade as per design for

standard length of 6.0 m including cost of all

materials, labour, use of plant and machinery casting

of pile to plumb, rectifying defects if any, including

empty boring if any, dewatering disposal of the

excavated muck, bentonite muck away from the

Department sites, including the cost of pile, etc.

complete as directed. The rate quoted for this item

should include the cost of transporting the excavated

muck / bentonite slurry after use from the Department

site of work premises.

2 a) 400 mm dia piles Each

b). 500 mm dia piles Each

c) 600 mm dia piles Each

3 Extra over item No. 1 above for lengths greater than the

standard length of 6.0 m

a) 400 mm dia piles Each



Extra over item No. 1 above for lengths shorter than the

standard length of 6.0 m

a) 400 mm dia piles Each



4 Constructing routine static load test on any dia

capacity pile as per standard testing procedure

1 a) 400 / 500 / 600 mm dia piles job

5 Chiseling through boulders, hard rock weathered rock Rig

for piling work in rig hours Hours

Note: Only actual chiseling by using cutting tools shall

be measured in rig hours, the time taken for bailing

out / cleaning of bore etc. by sing bailers and cleaning

of tools shall not be considered

Demolishing RCC / PCC works by chiseling at all Cu.m

levels including scaffolding, if necessary, cutting of

reinforcement, by gas cutting, wherever required,

straightening and stacking of steel bars and disposal of

unserviceable materials away from department

1 Providing, driving and installing driven cast-in-situ DSR 2002

reinforced cement concrete piles of specified diameter

and length below the pile cap M 35 in cement

concrete, to carry safe working load not less than

specified excluding the cost of steel reinforcement but

including the cost of shoe and the length of pile to be

embedded in the pile cap etc. all complete (length of

pile for payment shall be measured from top of shoe to

the bottom of pile cap)

a) 400 mm dia piles metre

b).450 mm dia piles metre

c). 500 mm dia piles metre

d) 550 mm dia piles metre

2 Boring, providing and installing bored cast-in-situ

reinforced cement concrete pile of specified diametre

and length below the pile cap M 35 in cement concret,

to carry a safe working load not less than specified

excluding the cost of steel reinforcement but including

the cost of boring with casing and / or bentonite

solution and the lengfth of the pile to be embeded in

the pile cap ( Length of pile for payment shall be

measured upto bottom of pile cap)


b).400 mm dia piles metre

c). 450 mm dia piles metre


3 Boring, providing and installing cast in situ single under

reamed piles of specified diameter and length below

pile cap in M 35 cement concrete to carry a safe

working load not less than specified excluding the

cost of steel reinforcement but including cost of boring

with bentonite solution and the length of the pile to be

embedded in pile cap. (Length of pile for payment shall

be measured upto the bottom of pile cap).


b)400 mm dia piles metre

c)450 mm dia piles metre


4 Extra over item No. 2.d for boring, providing and

installing cast in situ double under ream of specified

diameter and length.(only the quantity of extra bulb are

to be paid)

5 Providing, driving and installing driven Pre-cast

reinforced cement concrete piles of specified diameter

and length below the pile cap in M 35 cement concrete

to carry safe working load not less than specified.

With a central through performed hole with M.S.black

pipe of dia. 40 mm for grouting with cement sand

grouting of mix 1:2 (1 cement: 2 coarse sand) under

sufficient positive pressure to ensure complete filling

including centring, shuttering driving and removing the

steeel casing pipe and lifting casing etc complete but

excluding cost of steel reinforcement. (Length of pile for

payment shall be measured from top of the shoe to the

bottom of pile cap)


b)450 mm dia piles metre

c)500 mm dia piles metre


6 TESTS:

Vertical load testing of piles in accordance with IS

2911 (Part IV) inclufing installation of loading platform

and preparation of pile head or construction of test cap

and dismantling of test cap after test etc. complte as

per specification & the direction of Engineer-in-charge.

Rate per test

Initial test Routine test

6.1 Single pile

6.2 Upto 50 Tonne capacity pile 21109 12221

6.3 Above 50 tonne and pupto 100 tonne capacity pile 29997 18887

7.1 Group of two or more piles Rate per test

Initial test Routine test

7.2 Up to 50 tonne capacity 41107 24442

Cyclical vertical load testing of pile in accordance with

IS Code of practice IS : 2911 (PART IV) including

preparation of pile head etc for:

1.Single pile

1.Upto 50 tonne capacity pile Per Test 12221

1.Above 50 tonne and upto 100 tonne capacity pile Per Test 18887

2.Group of two piles

2.1.Upto 50 tonne capacity pile Per Test 24442

8 Lateral load testing of single pile in accordance with IS

Code of practice IS :2911 (Part IV) for determining safe

allowable lateral load on pile:

1.Upto 50 tonne capacity pile Per Test 12221

2.Above 50 tonne and upto 100 tonne capacity pile Per Test 18887

1 Providing and fixing homogenous Poly+B208vinyl chlorid Sq.m

sheet 1.5 mm thick in flooring and skirting in approved

pattern on a smooth and damp proof base using rubber

based adhesives of approved quality and manufacturer

like Dunlop S-758, Fevicol SR 998 or equivalent

including rolling with light wooden roller weighing about

5 kg. All complete as directed by Engineer-in-Charge

Providing and fixing pressed steel door frames fabricated sports

out of 1.25 mm thick galvanised mild steel sheets 120 facility,

gms/sq.m manufactured by Tata/Lloyds/Jindal or AECS 4

equivalent of profiles / size as specified below

generally conforming to IS 4351-1976 with suitable

rebates for fixing 25 to 45 mm thick door shutters and

also rebate suitable for fixing fixed glazing including hole

for self tapping screws, each door frame to contain

hinge jamb, lock jamb lock jamb and head, all rigidly

fixed together with mechanical joints with back plates /

angle to correct shape and angles, including providing

and fixing base ties / angle thresholds, 6 nos. of

adjustable lugs per frame, providing and welding of

40x40x5 mm,150 mm long angle cleats for hinges with

necessary tapped holes for fixing counter sunk

headed machine screws to suit specified SS hinges,

with necessary provision of lock strike plats, mortar

guards, buffers, bushes etc. required for tower bolt /

baby latches,night latches, tadis, safety chains,

aldrops etc. including painting with two coats of

synthetic enamel paint of approved make & colour over

a coat of synthetic enamel paint of approved make and

colour over a coat of approved steel primer .I.e. red

oxide zinc chromate primer conforming to IS 2074 after

applying 'etch' primer including filing the hollows of

door frame with CC 1:2:4 using 12 mm thick down

graded stone aggregate etc all complete as per

drawings, specifications & as directed by the

Engineer-in-Charge

Note: the quoted rate shall include cost of basis tie /

angle and all accessories mentioned in the item

description except fittings and fixtures with necessary

screws as required, which shall be measured and paid

under relevant item.

a) Using profile 145 x 60 mm m

Providing and fixing factory made PVC door frames of m

size 50 x047 mm and 5mm thick manufactured by

M/s.Rajshri or equivalent, made out from 5 mm rigid

PVC foam sheet mitered at corners and joined with 2

nos. of 150 mm M.S. Square tube of 19 G, EPDM

rubber gasket weather seal to be provided through out

the frame, frame to be fixed in position using M.S

screws of size 65/100 mm etc. all complete as per

manufacturer's specifications and as direct by the

Engineer-in-Charge

Providing and fixing in position "L" shape pelmet of

size 125 x120 mm at all floors and locations

consisting of factory made 19 mm commercial block

board bonded with phenol formaldehyde synthetic

resin with commercial ply facing on both sides with

teak wood lipping of size 15 x 20 mm alround including

fixing the pelmet to wall / concrete with CP brass

screw at 600 mm centre to centre and fixing the

pelmet ot wall with MS angle with 40 x 40 x 6 mm 100

mm long at 1000 mm centre to centre including

providing SS hanger rod on specified below and

painting the exposed surfaces with approved make

and cloour of synthetic enamel paint of approved make

and shade over a coat of steel primer etc. complete all

as per specifications and as directed by the

Engineer-in-Charge. Pelmets shall be measured

between the top exposed exposed ends.

a Providing and fixing 20 mm dia S.S. hangar rod (1.65 kg

mm wall thk & weight 1.03 kg/Mt) of required length

using 304 grade steel conforming to shcedule 5S as

per specification, drawing and as directed by the

Engineer-in-Charge

b SS heavy and brackets suitbale to 20 mm dia pipe pair

c) 3 mm thick SS hook at every 1500 mm to give each

additional support to SS rod.

Hall, TIFR,

of 90

NEW ITEMS / Special itemsSl.No Description of item Unit Rate

CHAPTER NO. IX-WOOD WORK,DOORS & WINDOWS

27 Providing and fixing in position Aluminum Partitions, Doors, Kgs 330.00

Windows, Ventilators,Louvers, fixed glazing, sliding

windows, north light glazing, aluminium rough ground etc.

with extruded and anodized aluminium beadings, anodized

aluminium sheets manufactured to relevant IS codes &

using minimum 2 mm thick (or as specified) heavy sections

JINDAL or approved equivalent make including cost of

providing required no. of heavy duty stainless steel butt

hinges,pivots, approved door and window handles, EDPM

Gasket,Neoprene Gasket lining, stainless steel screws,

mastic filling, weather strips, tower bolts, nuts, washers etc.

as required and as per drawing etc. complete at all heights

and as directed by the Engineer-in-Charge

Note:

1. Payment will be made on the basis of weight of Aluminium

members / sections fabricated and actually installed in

position without extra allowance for wastage. No extra

payment will be made for all non-aluminium consumable

items like screws, gasket, weather strips,PVC / Neprene

Lining and butt hinges,tower bolts etc.

2.Glazing particle boards, aluminium grills, mesh etc will be

measured and paid separately under relevant item

3.All Fittings shall be of matching color anodized aluminium

sections

4. The aluminium sections shall be smooth, rust free,

straight,mitred and jointed mechanically wherever required

cleat angles at no extra cost.

27.b Extra over item NO. 27 .a for Providing metallic colour Kgs 30.00

anodized aluminium sections of approved colour with

matching colour fittings.

47 Providing and fixing in position 12 mm thick both side Sq.m 900.00

prelaminated particle board or approved exterior grade - I ,

Type - II confirming to IS - 12823 bonded with phenol

formaldehyde resin (novapan / eco board or any other

approved standard aluminium beadings including cost of

screws, cost of cutting to the required size including

of 90

Sl.No Description of item Unit Rate

wastages if any, fixing to existing frame work with suitable

screws as required & other incidental charges etc complete

as directed by the Engineer-in-Charge

48 Providing and fixing double action hydraulic floor springs Each 2200.00

Everite / Garnish / Hardwyn make with ISI mark, pivoting and

all other arrangements including cost of cutting floors, S.S.

Cover Plates with brass pivots etc. complete and other

necessary accessories required for the works to facilitate

smooth operation of the door shutter all as directed by the

Engineer-in-Charge

49 Providing and fixing sleek model heavy duty Hydraulic Door Each 615.00

closer everite / garnish / Hyper make or approved equivalent

make with necessary screws, fixing to the aluminium / glass

/ wooden door complete as per drawings,specifications

including all labour, transporting etc. and as directed by the

Engineer-in-Charge complete.

50 Providing and fixing approved Ramson / Godrej make Each 500.00

Mortice Lock 4 lever with necessary screws fixing to the

aluminium /glass/wooden door as per specifications

including all material, labour etc. and as directed by the

Engineer-in-Charge

51 Providing and fixing Roller Wheels of TPI / MID-IN or Pair 110.00

Approved equivalent make with necessary screws for fixing to

the sliding windows including all labour, transporting etc. and

as directed by the Engineer-in-Charge complete.

52 Providing and fixing locking arrangements STAR LOCK Set 190.00

MID-IN or Approved equivalent make including necessary

screws for sliding windows including all material, labour etc


53 Providing and fixing in position clear sheet glass / float

glass of approved make and of following thicness fixed to

Aluminum windows, doors, partitions, ventilators etc. with

edges chamfered (wherever required ) with PVC / Neoprene

of 90


Gasket lining all complete as per drawing and specifications


a) 3 mm thick Sq.m 520.00

b) 4 mm thick Sq.m 640.00

c) 5 mm thick Sq.m 730.00

d) 6 mm thick Sq.m 890.00

Note:

Only the clear opening of Glass shall be measured for payment

Aluminum snap beading shall be measured and paid under

relevant item

54 Providing and fixing ALUMIGRILL AL 102 (10 MM) or Sq.m 1500.00

DECOGRILL - DG - 102 (10 MM) to the windows, ventilators,

wallspans etc. in approved colour,anodizing (15 micron (to

match with the colour of window frame from inside or out

side etc. all complete as per drawing and as per the

directions of the Engineer-in-Charge.

Note:

Aluminium frame wotrk and Aluminium snap Beading used

for fixing Grills shal be measured and paid for separately

under relevant item.

55 Providing and fixing SS Friction Hinges "EBCO" make or Each 220.00

approved equivalent for Aluminium windows as per

specifications and as directed by the Engineer-in-Charge

56 Providing and fixing Aluiminium Peg Stay along with Eye for Each 55.00

Aluminium Windows as per specifications and as

directed by the Engineer-in-Charge including cost of screws

etc. complete

CHAPTER NO.XI-WATER PROOFING

17 Providing and laying 4 mm thick and weight 4kgs / Sq.m. Sq.m 263.00

APP Polymer modified bituminous membrane (non-woven

of 90


polyester reinforcement weighing not less than 200 grams /

sq.m and having specified properties by torch welding over a

layer of bituminous primer @ 0.27 kg/sq.m(minimum) and

confirming to IS 3384,1965 on prepared surfaces. Side and

end laps between adjacent rolls shall be kept 10 cms and 15

cms respectively & torch bonded by hot round nosed trowel

to ensure water tightness. Providing and applying bitumen

@ 1.2 Kg/sq.m on the top of the membrane and applying

reflective coating of red-oxide on the top of the finished

surface all as per Manufacturer's specification and as

directed by the Engineer-in-Charge

Note:

The water proofing treatment shall be guaranteed for absolute

water tightness for a period of 10 years

The measurement for payment shall be the entire area of

slab / walls covered by the treatment in sq.m And no extra

shall be paid for Laps.

CHAPTER NO.XIV-FENCING WORKS

18 Supplying and fixing in position CONCERTINA Barbed tape

coil of following dia made from M.S.Galvanized Ribbon Tape

of 0.5 mm thickness 19 mm width, stretching the coil to 9 m

approximately, fixing the coil with clips between "Y" arm and

M.S. Angle posts 2.44 m high from Ground level including

supplying and fixing M.S. Galvanized Clips etc. complete as

per manufacturer's specifications and including Painting by

diping method the concertina Tape coil with 2 coats

synthetic enamel paint of approved shade and make over a

coat of approved primer at fabrication shop, before bringing

the material to site and fixing in position etc. complete as

directed by Engineer-in-Charge

Note: The coil shall be stretched up to a maximum of 9 m

a) 610 mm Dia M 180.00

b)750 mm Dia M 185.00

c)900 mm Dia M 190.00

of 90


d)1050 mm Dia M 195.00

CHAPTER NO.VII-FLOORING

30 Moulding (half round mould) the sides, edges and polishing M 120.00

the sides after moulding etc complete for granite / kota stone

slabs and all as per direction of the Engineer-in-Charge

CHAPTER NO.XVI-Road works

34 HOT MIXED, hot laid, ASPHALT Road surfacing 25 mm Sq.m 100.00

thick using Bitumen not less than 7.0% by weight of total

mix laid to camber, level, slope etc. including laying, rolling

etc. complete

35 HOT MIXED, hot laid, ASPHALT Road surfacing 50 mm Sq.m 150.00

thick using Bitumen not less than 3.5% by weight of total

mix laid to camber, level, slope etc. including laying, rolling

etc. complete

sor 5-08 dcsem r

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