civil, structural and architectural boq_

7/29/2019 Civil, Structural and Architectural BOQ_

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Project No: L545000 400 MW JEGURUPADU III CCPP

GENERAL CIVIL, STRUCTURAL AND ARCHITECTURAL WORKDate: 08-Sep.-09

Item No. Item Description Unit Qty. Rate Amount

I-1 EXCAVATION AND FILLING

1.

Earthwork in excavation upto 3.0m depth below existing ground level for foundations, trenches,

pipe lines, storm water drains etc. including lifting, dressing of sides and ramming of bottom,

shoring, strutting, dewatering, stacking of excavated soil dewatering with all equipment and

materials complete as per specification, drawings and instructions of the Purchaser / Engineer,

including a lead upto 100m within plant boundary for all types of Soil, weathered rock and Hard

rock.

a)In all types of soil Cu m 35010

b)In Weathered rock Cu m 0

c)In Hard rock Cu m 0

2.

Earthwork in excavation for depth exceeding 3.0m but not exceeding 6.00m below ground levelfor foundations, trenches, pipe lines, storm water drains etc. including lifting, dressing of sides

and ramming of bottom, shoring, strutting, dewatering, stacking of excavated soil dewatering

with all equipment and materials complete as per specification, drawings and instructions of the

Purchaser / Engineer, including a lead upto 100m within plant boundary for all types of Soil,

weathered rock and Hard rock.

0

a)In all types of soil Cu m 4143

b)In Weathered rock Cu m 0

c)In Hard rock Cu m 0

3.

Disposal of all types of surplus excavated earth/rock within/outside plant boundary etc. all

complete as per specification, drawing and instructions of the Purchaser / Engineer. 0a) Carriage beyond initial leads of 500 m and upto 3 km within plant boundary. Cu m 17276

b) Carriage beyond the plant boundary upto 5 km. Cu m 3279

4.

a) Filling using selected available excavated earth and / or moorum in trenches, plinths,

sides of foundations and other underground structures, pipes, area filling etc. in layers not

exceeding 250 mm loose thickness including lead upto 200 m and all lifts and including loading

from stock pile, carting, unloading, filling, watering and compacting each layer etc. all complete

as per specification, drawings and as directed by the Purchaser / Engineer.

0

i) Compaction to 95% of standard proctor density. Cu m 20759

ii) Compaction to 85 % standard proctor density. Cu m 0


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iii) Area filling without compaction Cu m 0b) Filling using selected excavated borrowed earth and / or moorum in trenches, plinths,

sides of foundations and other underground structures, pipes, area filling etc. in layers not

exceeding 250 mm loose thickness including lead upto 5Km and all lifts and including loading

from stock pile, carting, unloading, filling, watering and compacting each layer etc. all complete

as per specification, drawings and as directed by the Purchaser / Engineer.

0

i) Compaction to 95% of standard proctor density. Cu m 3357

ii) Compaction to 85 % standard proctor density. Cu m 0

iii) Area filling without compaction Cu m 0

iv) With CNS ( Cohesive Non- Swelling ) material as per specifications and compacting to 90

% of standard proctor densityCu m 0

v) Supplying, filling and hydraulically compacting sand in plinths, foundations, trenches and

other under ground structures, pipes etc., in layers not exceeding 200mm loose thickness

including all lifts, all complete as per specifications, drawings and directions of the Engineer.

compacting to 85% - 90 % Relative density

Cu m 3723

5.

Boulder filling in plinths, area paving, grade slab of buildings and other under ground structures

with stone, 50mm down graded, in layers not exceeding 230mm in loose thickness including

breaking of boulders to required sizes, filling the interstices with selected sand/moorum and

compacting to 85 percent of the original volume of stone stack for all lifts etc. all complete as

per specifications, drawings and as directed by the Purchaser / Engineer..

Cu m 1217

6.

Gravel filling in Transformer pits, with clean 40 mm nominal size stone including preparation ofsub-grade, sieving and cleaning of boulders (without any binding material and compaction)

including cost of the material, royalties etc. complete as per specifications, drawings and

instructions of the Purchaser / Engineer.

Cu m 860

7.

Supplying and filling of stone metal for Transformer yard area, Fuel oil dyke area etc.,

consisting of 40 mm nominal size aggregate, all complete as per specification, drawings and

instruction of the Purchaser / Engineer.

Cu m 0

8.

Lowering of Ground water table by Deep Dewatering / Well point dewatering method all

complete to maintain dry working condition in foundation pits till all construction and

backfilling activities etc. are complete

Hours 0


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I-2 CONCRETING 0

9.

Supplying and laying Nominal Mix Plain Cement Concrete using graded aggregate at all levels

for all kinds of work like mass concrete, bed blocks, lean concrete, mud mat, filling, etc.

including labour, materials, equipment, handling, transporting, batching, curing, testing, etc. all

complete as per specification, drawings and instructions of the Purchaser / Engineer but

excluding shuttering work.

0

a) 1:5:10 (with 40mm down size grading) Cu m 0

b)1:4:8 (with 40mm or 20mm down size grading) Cu m 776

c) 1:3:6 (with 20mm nominal size graded aggregate). Cu m 289

d)1:2:4 (with 20mm down size grading) Cu m 0

e)1:1.5:3 (with 20mm down size grading) Cu m 0

10.

Supplying and laying Design Mix Cement Concrete for reinforced concrete work at all levels for

all kinds of work, including labour, materials, equipment, handling, transporting, batching,

mixing, controlling temperature, placing, levelling, compacting, curing, testing, etc. all complete

as per specification, drawings and instructions of the Purchaser / Engineer, but excluding

centering, shuttering and reinforcement work.

0

a)For works below ground level 0

i) M-20 (with 20mm nominal size graded stone aggregate). Cu m 0

ii) M-25 (20mm nominal size graded stone aggregate). Cu m 7931

iii) M-30 (Temperature controlled concrete with admixture and 20mm nominal size graded stone

aggregate) Cu m 1045iv) M-35 (Temperature controlled concrete with admixture and 20mm nominal size graded

stone aggregate).Cu m 0

b)For works above ground level 0

i) M-20 (with 20mm nominal size graded stone aggregate). Cu m 6020

ii) M-25 (with 20mm nominal size graded stone aggregate). Cu m 18

iii) M-30 (Temperature controlled concrete with admixture and 20mm nominal size graded stone

aggregate)Cu m 792

iv) M-35 (Temperature controlled concrete with admixture and 20mm nominal size graded

stone aggregate).Cu m 0


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11.

Supplying and laying design mix concrete for concrete work at all levels over metal deckroofing, including labour, materials, equipment, handling, transporting, batching, mixing,

controlling temperature, placing, levelling, compacting, curing, testing etc. all complete as per

specifications, drawings and instructions of the Purchaser / Engineer but excluding metal deck

and reinforcement work.

0

a) M-20 (with 12.5mm nominal size graded stone aggregate). Cu m 275

b) M-25 (with 12.5mm nominal size graded stone aggregate). Cu m 33

12.

Supplying and mixing as cement concrete admixtures super plasticizers (including super

plasticizers cum retarders, super plasticizers cum water proofing and super plasticizers cum.

pumping aid for concrete) at all levels for all kinds of concrete works including all labour,

material, equipment, handling, transportation, testing, etc. all complete as per specifications,drawings and instructions of the Purchaser / Engineer / Manufacturers.

Quintal 38

I-3 REINFORCEMENT 0

13.

Supplying and placing reinforcement, Fe-415 or Fe-500 (Fe-500 with min. elongation of 14.5%)

confirming to IS:1786 , in reinforced concrete and allied works, at all levels, including

transportation, cleaning, straightening, cutting, bending, binding in position with annealed wire

and/or welding, Supplying concrete cover blocks, pins, separators, chairs, supports for

reinforcement, etc., with all materials, labour, equipment, handling, transporting, testing etc.,

preparation of bar bending drawings and schedules all complete as per specifications, design

drawings and instructions of the Purchaser / Engineer.

0

a)For works below ground level 0i) Mild Steel reinforcement MT 0

ii) High yield strength deformed bars MT 803

b) For works above ground level 0

i)Mild Steel reinforcement MT 0

ii) High yield strength deformed bars MT 642


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I-4 FORMWORK 0

14.

Supplying and fixing formwork of approved quality for cast-in-situ, plain or reinforced concrete

works of any type and section (including curved surfaces) at all elevations, including labour,

materials, equipment, shoring, strutting, scaffolding, staging, tieing, nailing, caulking, bolting,

testing, etc., and removal of formwork and staging, design and preparation of working drawings

of scaffolding and support structures etc. all complete as per specification, drawings and


0

a)For works below ground level 0

i) Ordinary formwork Sq m 12886

ii) Plywood formwork Sq m 5464

b)For works above ground level 0i)Ordinary formwork Sq m 17598

ii) Plywood formwork. (Film Faced) Sq m 4083

15.

Supplying and fixing formwork in blockouts / pockets, and openings (above 0.1 Sq. m. surface

area) at all elevations including cutting, formation of shapes and all other operations required for

making the required shape and size, removal of formwork, design and preparation of working

drawings of scaffolding and support structures etc. all complete as per specification, drawings

and instructions of the Purchaser / Engineer.

Sq m 2

I-5 EMBEDDED PARTS (INCLUDING LAYING OF RAILS AND ANCHOR FASTENERS) 0

16.

Transportation, erection and installation of embedded steel parts, supplied by the Purchaser /Engineer, at all levels, for all kind of works, including all labour, material, equipment, handling,

transportation, setting material in concrete, transportation from anywhere within the project area

to the place of work, layout, welding, bolting, drilling, cutting, scaffolding, holding in position,

providing primer painting on exposed surfaces, etc. all complete as per specifications, drawings


0

a) Structural Steel sections / Plates. MT 11

b) MS pipes of all diameters MT 0


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17.

Supplying, fabricating, transporting, erecting and installing the embedded steel parts includingMS. Lugs at all levels, including surface preparation, setting material in concrete, furnishing and

all handling at site, with welding, bolting, drilling, cutting, jointing, erection, embedding,

holding in position, testing etc., including application of primer coat on exposed surface, supply

of all nuts / lock nuts, washers, etc., all complete as per specification, drawings and instruction

of the Purchaser / Engineer.

0

a) Structural Steel sections / Plates. MT 21

18.

Supplying, fabricating, transporting, erecting and installing at all levels mild steel / PVC pipes

for all kinds of works, including all labour, material, equipment, handling, transportation, setting

material in concrete, layout, scaffolding, fabrication, cutting, grinding, drilling, bolting, welding,

jointing, erection, embedding, holding in position, testing, etc., all complete, as perspecifications, drawings and instruction of the Purchaser / Engineer.

0

a) MS pipes of all diameters MT 0

b) PVC conduits of all sizes MT 0

19

Supplying, fabrication, erection, installation and alignment of MS foundation bolt / bolt

assembly in concrete, along with nuts, lock nuts, anchor plates, stiffener plates, protection to

threaded portion, preparation of fabrication drawing and getting the same approved etc., up to

and including 80 mm diameter and upto and including 3000mm length, including all labour,

material, equipment, handling, transportation, etc., all complete, as per specification, drawings


MT 11

20.

Laying of rail using rails of 52 kg / m (minimum) in main Transformer yard under supervision of

Purchasers specialised agency, including all labour, material, equipment, handling, transporting,

collection of rails etc. all complete as per specifications, drawings and instructions of the

Purchaser / Engineer. (Other items like concreting, grouting, anchor bolts, supporting plate to

be paid separately under relevant items).

MT 7

21.

Supply and installation of Reinforcement anchoring dowels including drilling holes in existing

concrete, grouting with epoxy based grout of approved make all complete as per drawing,

manufacturer / suppliers specification and instruction of the Purchaser / Engineer.

MT 10


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I-6 GROUTING 0

22.

a) Supplying and laying cement : sand grout (fluid mix and / or plastic mix) for grouting

of block-outs, pockets, foundation bolt holes and underside of base plates with grout consisting

of 2 parts by weight of sand, 1 part by weight of cement blended with non metallic anti-

shrinkage admixtures in required proportions as specified by manufacturer / Purchaser /

Engineer including all labour, material, surface preparation, mixing, placing, curing, testing etc.

all complete as per specifications, drawings and instructions of the Purchaser / Engineer.

Cu m 0

b) Supplying and laying cement aggregate grout (stiff mix) for dry pack application for

grouting of underside of base plates, where grout thickness is more than 40mm with cement

concrete mix (1:1.25:2) by weight blended with anti-shrinkage admixtures in required

proportions, as specified by manufacturer / Purchaser / Engineer, including all labour, material,equipment, handling, transportation, surface preparation, mixing, placing, curing, testing, etc.,

all complete, as per specifications, drawings and instructions of the Purchaser / Engineer.

Cu m 0

c) Supplying and laying ready mix non-shrink cementitious grout of approved quality

and proven make, Conbextra GP2/PIDIGROUT 10M grout or equivalent mixed in required

proportion with water, etc. all complete as per manufacturers specifications, drawings and

direction of the Engineer.

Cu m 18

d) Supplying and laying special grout (epoxy or approved equal) of proven make &

quality below equipment base as recommended by the equipment manufacturer etc. all complete

as per manufacturers specifications, drawings and direction of the Engineer.

Cu m 0

I-7 SHOTCRETING 0

23

Supplying and laying shotcreting (Guniting) including placement of reinforcement / wire fabric,

formwork, tools and tackles, machinery, supervision etc. all complete as per the specification

and direction of the Engineer.

Sq m 0


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I-8 CHEMICAL INJECTION TREATMENT 0

24

Supplying, fabricating, transporting, erecting and installing threaded nozzle (minimum 12 mm

dia N.B.) of suitable length, over the surface and along the construction joint line in a grid

pattern at a spacing not exceeding 1.5m c/c before concrete operation, with adequate measures

to keep the nozzles plugged at both ends to prevent them from getting closed by concrete. The

nozzle should be fixed in set concrete, by drilling suitable size hole, preferably by using

repercussive hammer drill, electrically operated. Neat cement slurry admixed with water soluble

non shrink polymer / monomer based chemical shall be injected through network of nozzles with

low pressure grout pumps at a pressure of about 2.0 kg./sq.cm. Plasticizing agent shall be added,

wherever required. The nozzles shall be sealed properly after the completion of the grouting

operation etc. all complete as per the drawings, specification and instructions of the Purchaser /Engineer.

Sq m 0

I-9 POLYMER MODIFIED CEMENTITIOUS COATING TREATMENT 0

25

Supplying and applying Polymer Modified Cementitious Coating Treatment, on RCC water

retaining structures, including preparation of surface, materials, labours, equipment handling,

transportation, surface preparation, mixing, placing, curing, testing, etc. all complete as per

specifications, drawings and instructions of the Purchaser / Engineer

Sq m 2823

I-10 HOT APPLIED BITUMEN TREATMENT 0

26

Supplying and applying Hot Applied Bitumen Treatment, on the liquid face of RCC water

retaining structures and exterior faces of underground RCC Structures including all materials,

labours, equipment handling, transportation, surface preparation, mixing, placing, curing,

testing, etc. all complete as per specifications, drawings and instructions of the Purchaser /

Engineer.

0

i) Minimum two coats of hot bitumen of industrial grade 85/25, conforming to IS:702 mixed

with 1% anti-stripping compound on the plastered / unplastered concrete surface @ 1.70

Kg/Sq.m (for all coats)

Sq m 848


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I-11 PLASTERING TREATMENT 0

27

Supplying and applying Water Proof Cement Plaster average 20mm thick (Cement : Sand

proportion 1:3) with suitable proportion of integral water proofing compound including all

materials, labours, equipment, handling, transportation, surface preparation, mixing, placing,

curing testing, etc., all complete, as per specifications, drawings and instructions of the

Purchaser / Engineer.

Sq m 0

I-12 ENCASEMENT 0

28

Supplying and laying Design Mix cement concrete for encasement of steel work at all levels

including labour, materials, equipment, handling, transporting, batching, curing, testing and

rendering or cleaning all complete as per specifications, drawings and instructions of the

Purchaser / Engineer but excluding the reinforcement and formwork.

0

a) Column encasement with M-25 concrete

(with 20mm nominal size graded stone aggregate)Cu m 0

b) Beam encasement with M-25 concrete

(with 12.5mm nominal size graded stone aggregate).Cu m 0

0

I-13 VIBRATION DAMPING PAD 0

29

Supplying and installation of vibration damping resilient pads around foundations of vibrating

equipment and other locations, as shown on the drawings or as directed by the Purchaser /

Engineer including labour, materials, equipment, all complete as per Manufacturers

specifications, drawings and instructions of the Purchaser / Engineer.

Sq m 0

I-14 JOINT FILLER 0

30

Supplying and installation of bitumen impregnated fibre board conforming to IS:1838 as joint

filler at joints in concrete, including nailing, coating of both faces with coal-tar pitch/bitumen,

labour, materials and equipment, etc. all complete as per specification, drawings and instructions


0

a) 12 mm thick Sq m 0

b) 25 mm thick Sq m 0


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31

Supplying and installing expanded polystyrene board non-self extinguishing type (Type-1)conforming to IS:4671, all round the concrete foundations including all labour, material,

equipment, handling, transportation, testing, cutting, etc. all complete as per specifications,


0

a) 100 mm thick with nominal density of 20 Kg./Cu.m. and nominal panel size of 1.0m x

1.0mSq m 0

I-15 WATER STOP 0

32

Supplying and installation of PVC Waterstops in cement concrete joints at all elevations

including labour, materials, equipment, cutting, bending, jointing, handling etc. all complete as

per specification, drawings and instructions of the Purchaser / Engineer.

0

a) 150 x 6 mm ribbed with central bulb RM 0b) 225 x 6 mm ribbed with central bulb. RM 667

c) 240 x 5 mm surface (kicker) type with inverted-ribs RM 0

I-16 DISMANTLING, CHIPPING AND MAKING AND OPENING IN RCC AND PCC 0

33

Dismantling concrete work (both PCC and RCC of all grades) for all types of structures at all

levels, including all labour, equipment, scaffolding, staging, stacking of serviceable material

upto a lead of 500 m and disposal of unserviceable material upto a lead of 2 Kms beyond the

plant boundary or as directed by the Purchaser / Engineer, cutting of reinforcement, propping,

shoring, enclosures, including all labour, material, equipment, handling, transportation, etc., all

complete, as per specifications, drawings and instructions of the Purchaser / Engineer.

Cu m 210

34

Chipping of Cement Concrete work (both PCC and RCC) for all type of structures at all levels,for making grooves, removing surface concrete etc., according to shapes, sizes and profiles as

shown on the construction drawings, stacking of serviceable material upto a lead of 500 m,

disposal of unserviceable material upto a lead of 2.00 Kms. beyond the plant boundary or as

directed by the Purchaser / Engineer, cutting of reinforcement, including all labour, equipment,

scaffolding, staging, handling, transportation, propping and shoring, enclosures, etc., all


Cu m 0


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35

Making of Circular opening of diameter varying from 25 mm to 150 mm and depth upto 450mm in cement concrete work (both PCC and RCC) of all grades, for all type of structures, at all

levels and for all positions, by coring using diamond bits for pockets / thorough opening

according to size as shown on the construction drawings, stacking of serviceable material upto a

lead of 500 m, disposal of unserviceable material upto a lead of 2.00 Kms beyond the plant

boundary or as directed by the Purchaser / Engineer, finishing neatly the surface area of cement

concrete exposed after creation of circular opening including all labour, equipment, scaffolding,

staging, handling, transportation, propping and shoring, enclosures, etc., all complete, as per


Sq m 0

36

Making of slit type opening of rectangular, square and or similar shape of varying size (in plan)

and depth upto 450 mm in cement concrete work (both PCC and RCC, cutting of reinforcement)of all grades, for all type of structures, at all levels and for all positions, by sawing using wall

saw machine with diamond bits, according to size as shown on the construction drawings,

locating the reinforcement before making the opening, by use of rebar detector and obtaining

specific clearance from the Purchaser / Engineer, if the cutting of the reinforcement bar are

involved in the making of the opening, stacking of serviceable material upto a lead of 500 m,

disposal of unserviceable material upto a lead of 2.00 Kms beyond the plant boundary or as

directed by the Purchaser / Engineer, finishing neatly the surface area of cement concrete

exposed after creation of opening including all labour, equipment, scaffolding, staging,

handling, transportation, propping and shoring, enclosures, etc. , all complete, as per


Sq m 0

I-17 SEALING COMPOUND 0

37

Supplying and filling in position including cleaning, mixing, heating, pouring/injecting sealing

compound in gaps in joints, at all levels including application of primer, labour, materials,

equipment, etc. all complete as per specifications, drawings and instructions of the Purchaser /

Engineer.

0

a) Hot applied Bitumen sealing compound (as per IS:1834) Kg 0

b) Two part of polysulphide sealing compound ( as per IS:12118) Kg 0


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I-18 JOINT COVER STRIPS 0

38

Supplying and fixing Cover strips at joints, at all elevations as shown in drawings including

screw, welding, labour, materials, application of primer, equipment, etc. all complete as per


0

a) 3 mm thick corrosion resistant anodised aluminium strip Sq m 0

b) 6 mm thick MS strip Sq m 0

I-19 ROOF WATER PROOFING & INSULATION 0

39

Supplying and laying Plain cement screed concrete 1: 2: 4 (1 cement: 2 sand: 4 coarse aggregate

of 12.5 mm nominal size) placed as grading underbed/fillet-over roof slab to achieve a slope of

1:100 or as specified at all elevations including all labour, material, equipment, preparation of

surface, handling, transportation, batching, mixing, formwork, placing, leveling, curing, testing

etc. all complete as per specification, drawings, specification and instructions of the Purchaser /

Engineer.

Cu m 118

40

Supplying and laying 12 mm (min.) thick cement sand plaster 1:4 (1 cement: 4 sand) laid over

cellular concrete at all elevations, including all labour, materials, equipment, preparation of

surface, handling, transporting, mixing, placing, curing, etc. complete as per drawings,

specifications and instructions of the Purchaser / Engineer.

Sq m 2169

41

a) Supplying, laying and fixing in position water proofing treatment for roof, water retaining

structures, basement type of underground structures by using High Solid content liquid applied

urethane based elastomeric membrane to give uniform jointless dry film thickness of minimum

1.5 mm (as per ASTM C 836 and C 898), laid over reinforcing layer of polyscrim cloth or non

woven geo textile including all labour, material, equipment, workmanship, preparation of

working drawings, preparatory work, applying primer coat of polymerised mastic to achieve

smooth surface, laying reinforcing layer of polyscrim cloth or non woven geo textile, finishing

with elastomeric membrane, including sealing of joint at junction of horizontal surfaces with

vertical surfaces and at panel junctions of wearing course by non-bitumastic sealant / elastomeric

compound etc. at all levels and all type of works in vertical and horizontal surfaces, handling,

scaffolding, transporting, testing, etc. all complete as per Manufacturers specifications,

drawings and instructions of the Purchaser / Engineer. (Wearing Course, fillet, if provided, shall

be paid under relevant item.)

Sq m 0


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b) Alternate to item 41 (a): Supplying, laying and fixing in position water proofing treatment forroof, water retaining structures, basement type of underground structures by using heavy duty

Bituminous felt water proofing treatment comprising of seven courses conforming to IS: 1346,

over a coat of bituminous primer @ 0.27 L / Sqm (IS: 3384), using three layers of Hessian based

tar felt, type 3, grade I (IS: 1322) alternated with four layers of hot bitumen (Blown grade

bitumen 85 / 25 at the rate of 1.2 kg/sq.m conforming to IS: 702) finished with one layer of

washed 6mm downsize stone grit well set in bitumen water proofing.

1865

c) Alternate to item 41 (a): Supplying, laying and fixing in position water proofing treatment for

roof with prefabricated APP (atactic polypropylene) modified waterproofing membrane with

non woven polyester reinforcement treatment of 4 mm thickness consisting 160 gsm polyester

core coated on both sides with APP modified bitumen and finally finished with thermo fusible

film. (The treatment shall be laid over a coat of bituminous primer @ 0.27 L / Sqm (IS: 3384),

18 mm thick cement sand mortar (1:4) with chicken wire mesh interposed shall be laid over

waterproofing treatment. The roof shall be finished with 22 mm thick cement concrete tiles.

Water proofing treatment shall be laid over 75 mm thick foam concrete. 12 mm thick uniform or

varying 1:4 cement sand plaster shall be laid on top of foam concrete cast-in-situ after it is fully

cured and dried for providing smooth surface for laying of water proofing treatment. Underbed

plaster & foam /cellular concrete shall be paid under item 40)

Sq m 1448

I-20 FALSE CEILING 0

42

Supplying and installation of lineal Aluminium false ceiling system formed out of 0.5mm thick

aluminium alloy permanently colour coated on both sides, fixed on roll formed carriers, with

prongs, at a maximum spacing of 1.2m c/c including edge cover profiles, special panel andcarrier splice profiles complete. Carriers suspended from roof by 4mm dia galvanised steel wire

hangers, with special height adjustment clips made out of spring steel, at maximum 1.2m c/c,

hangers fixed to roof by J hooks and inserts, panels to aluminium grid with suitable clips and

providing openings for AC ducts, return air grills, light fixtures etc. including 50mm thick,

mineral wool insulation bound in polythene to be laid on top of panels including all labour,

materials and equipment etc. required to complete the work as per specification, drawings and

instructions of the Purchaser / Engineer. (Cost of insulation shall be paid separately under

relevant item.)

Sq m 1389


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43

Supplying, and fixing Fire resistant phenol formaldehyde bonded pre-laminated particle boardceiling consisting of anodised Aluminium grid system of38mm x 25mm ceiling tees forming

600mm panel size, with various RCC slab or structural steel members above with 12mm

aluminium painted mild steel rods spaced at a rate of 1200mm c/c bothways and 25 mm x 25

mm anodised aluminium angles screwed into walls with rawl plugs, fixing ISMC runners and all

ancillary work and fixing 15mm thick prelaminated particle board as per IS:12823 (bonded with

BWP type Phenol Formaldehyde Synthetic Resin), machine cut panels of size 600 x 600mm for

suspended ceiling system including painting with one coat of approved primer on all the side

faces, complete as per drawings, panels to aluminium grid with suitable clips and providing

openings for AC ducts, return air grills, light fixtures etc., including 50mm thick mineral wool

insulation bound in polythene to be laid on top of panel, all complete as per specification,


Sq m 0

44

Supplying and fixing Pre-Painted Coil coated Steel false ceiling system, at all level, for all kind

of works, consisting of 0.5 mm thick galvanised to grade 180 as per IS :277, along with

galvanised supporting steel members exposed faces of galvanised member to be prepainted with

regular modified polyester coating / super polyester coating minimum 20 DFT, to form panels of

specified size for tile type panels and roll formed stove enamelled 0.6 mm thick steel carrier, for

fixing of lineal type panels by clip on arrangement, suspended from RCC slab/ structural steel or

cat walkway steel channel grid above with 4 mm (minimum) galvanised wires (rods), with

special height adjustment clips, providing angle section of minimum 25 mm leg width along the

perimeter of ceiling, including all labour, material, supporting grid system (members minimum

0.8 mm thick and galvanised @ 180 g. / Sq. M. as perIS : 277) equipment, handling,transportation, workmanship, anchor fasteners for making suspension arrangement from RCC,

preparation of working drawings, providing openings for AC ducts, return air grills, insulation

light fixtures, etc., all complete, as per

specifications, drawings and instructions of the Engineer. (Cat walkway grid and insulation, if

provided, to be paid

separately under relevant item).

0

a) Lineal pattern (closed type) of 100 mm nominal width, with carrier support. Sq m 0


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b) Metal ceiling as above in lineal / tile shape in stainless steel, bright finish instead of pre-painted coil coated finish

Sq m 0

45

Supplying and fixing Glass Reinforced Gypsum (GRG) false ceiling system having fine texture

finish, at all levels, for all kind of work, which includes providing & fixing G.I. perimeter Channels

of size 0.55 mm thickness having one flange of 20 mm and another flange of 30 mm and a web of

27mm along with perimeter of ceiling, screw fixed to brick wall / partition with the help of nylon

sleeves & screws at 610 mm centres. Then suspending G.I. intermediate channels of size 45 mm,

0.9mm thick witht two flanges of size 15 mm each from the soffit at 1200mm centres with ceiling

angle of width 25 mm x 25 mm x 0.55 mm thick fixed to soffit with G.I. cleat and steel expansion

fastener. Ceiling section of 0.55mm thickness having knurled web of 51.5mm and two flanges of 26

mm each with lips of 10.5 mm are then fixed to the intermediate channel with the help of connecting

clips and in direction perpendicular to the intermediate channel at 457 mm centres. 12mm thick GRG

Board is then screw fixed to ceiling sections with25 mm dry wall screws at 230 mmcentres. The item

to include all labour, material, supporting grid system equipment, handling, transportation,

workmanship, expansion fasteners for suspension arrangement from RCC, preparation

of working drawings, providing openings for AC ducts, return air grills,

light fixtures etc., all complete as per specifications, drawings and

instructions of the Engineer.

(cat walkway grid, if provided, shall be paid separately under relevant item).

0

a) 12 mm thick GRG plaster board, finished flat (seamless) Sq m 70

b) 12 mm thick GRG plaster board in profiled and curve shape (dome etc.) , finished smooth

(seamless) alongwith the supporting system laid in profile to suit the profile of dome.Sq m 0


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46

Supplying and fixing 15mm thick Mineral Fibre Board false ceiling system, in tile form of size600mm x 600mm along with galvanised light gauge rolled form supporting system in double web

construction pre painted with steel capping, of approved shade and colour, having fine texture finish,

at all level, for all kind of works, consisting of light weight galvanised steel member (minimum

0.8mm thick and galvanised @ 180 g. / Sq.m. as per IS : 277) having maximumgrid size of 1200 mm

x 600 mm for supporting panels of specified size, suspended from RCC structural steel or

catwalkway grid above, with 4 mm (minimum) galvanised wires (rods), with special height

adjustment clips, providing angle section of minimum 25 mm width along the perimeter of ceiling,

including all labour, material, supporting grid system (minimum 0.8 mm thick and galvanised @ 180

Gms / Sq. m.), equipment, handling, transportation, workmanship, expansion fasteners for

suspension arrangement from RCC, preparation of working drawings, providing openings for AC

ducts, return air grills , light fixtures, etc., all complete, as per specifications, drawings and

instructions

of the Engineer. (catwalkway grid, if provided, shall be paid separately under relevant item).

Sq m 0

I-21 BRICK MASONRY AND ALLIED WORKS 0

47

Supplying and laying in position brick masonry in works below and above ground level (with or

without RCC band / reinforcement) in cement-sand mortar including mixing mortar, laying

bricks, raking out joints, scaffolding, curing complete as per specification, drawings and


0

a) Brick as per IS:1077 with minimum crushing strength of35kg/cm2 in cement-sand mortar

1:5 (1 Cement: 5 Sand).Cu m 1476

b) Brick as per IS:1077 with minimum crushing strength of50kg/cm2 in cement-sand

mortar 1:6 (1 Cement: 6 Sand).Cu m 0

c) With fly ash Bricks as per IS:12894 or IS:13757 in cement-sand mortar 1:4 (1 Cement: 4

Sand), minimum crushing strength 75 Kg/cm2.Cu m 197

d) With fly ash Bricks as per IS:12894 or IS:13757 in cement-sand mortar 1:6 (1 Cement: 6

Sand), minimum crushing strength 75 Kg/cm2.Cu m 406


17/62




48

a) Supplying and laying in position Half brick masonry works with bricks of class designation75,(min. crushing strength 50 kg/sqm) above ground level in cement-sand mortar 1:4 1:6 and

2 nos. 6mm bars at every third course including mixing mortar, laying bricks, raking out joints,

scaffolding, curing complete as per specification, drawings and instructions of the Purchaser /

Engineer.

Sq m 39

b) Supplying and laying in position Half brick masonry works with fly ash bricks of class

designation 75 above ground level in cement-sand mortar 1:4 and 2 nos. 6mm bars at every third

course including mixing mortar, laying bricks, raking out joints, scaffolding, curing complete as

per specification, drawings and instructions of the Purchaser / Engineer.

Sq m 591

49

Supplying and laying in position Hollow Concrete Block masonry at all levels in full mortar

bedding and / or face shell mortar bedding including mixing mortar, laying concrete blocks,

raking out joints, scaffolding, curing complete as per specification, drawings and instructions of

the Purchaser / Engineer.

Cu m 0

50

Supplying and laying in position Stone Masonry of various sizes in works at all levels in cement

: sand mortar of 1:6 by volume, including mixing mortar, laying stones, raking out joints,

scaffolding, curing complete as per specification, drawings and instructions of the Purchaser /

Engineer.

0

a) Random Stone Masonry (Uncoursed) Cu m 0

b) Coursed Rubble Masonry Cu m 0

51

Dismantling brick masonry work, including making opening of any shape (round / square /

rectangular / etc.) and any size, for all types of structure, at all levels, including all labour,

equipment, handling, transportation, scaffolding, staging, removing mortar and cleaning bricks,

stacking of serviceable material upto a lead of 1 Km within the plant boundary, and / or using

the same for filling within the plant boundary and compacting in layers to 85% of the original

volume, disposal of unserviceable upto a level of 2.0 Kms beyond the plant boundary, cutting of

reinforcement, propping, shoring, enclosures, etc., all complete, as per specifications, drawings


Cu m 0


18/62




52

Supplying and laying Plinth Protection in slope 1:50 with 50mm thk cement concrete 20mm

down aggregate in mix and 1000mm wide PCC of grade M15 over a 150 mm thick rubble

soling around all buildings including excavation, disposal of surplus earth, preparation of

subgrade, mixing, laying of PCC and finishing top with neat cement slurry @ 1Kg/m2 (min),

curing, materials, labour, all complete as per specification, drawings and instructions of the


Sq m 1237

53

Supplying and laying brick soling (single layer) over compacted subgrade, to the required level

and filling the interstices with sand, compacting and finishing the top joints with 1:4 cement

sand mortar including excavation, disposal of surplus earth, preparation of subgrade, curing,

materials, labour all complete as per specification, drawings and instructions of the Purchaser /

Engineer.

0

a) With Flat brick( 75mm thk ) Sq m 0

b) With brick on edge (115mm thk ) Sq m 0

54

Supplying and laying Stone soling (200 thk) over compacted subgrade, to the required level and

filling the interstices with sand, compacting and finishing the top joints with 1:4 cementsand

mortar including excavation, disposal of surplus earth, preparation of subgrade, curing,

materials, labour, all complete as per specification, drawings and instructions of the Purchaser /

Engineer.

Sq m 5

55

a) Supplying and laying 50mm thick damp proof course with cement concrete 1:1.5:3 (1 cement

: 1.5 sand : 3 graded stone aggregate 10mm nominal size) mixed with approved water proofing

cement additive in proportion recommended by manufacturer and applying two coats of

industrial bitumen of grade 85/25 as per IS:702, mixed with 1% anti-stripping compound, ofapproved quality @ 1.7 kg per Sq.m. on cured & dried surface of concrete after cleaning the

surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil, including

mixing, placing and compacting concrete, shuttering, curing complete as per specification,

drawings, and instructions of the Purchaser / Engineer.

Sq m 69


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b) Alternate to item 55a: Supplying and laying 40mm thick damp proof course with cementconcrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 10mm nominal size) mixed with

approved water proofing cement additive in proportion recommended by manufacturer and

applying one coat of industrial bitumen of grade 85/25 as per IS:73, mixed with 1% anti-

stripping compound, of approved quality @ 1.7 kg per Sq.m. on cured & dried surface of

concrete after cleaning the surface with brushes and finally with a piece of cloth lightly soaked

in kerosene oil, including mixing, placing and compacting concrete, shuttering, curing complete

as per specification, drawings, and instructions of the Purchaser / Engineer.

Sq m 208

I-22 PLASTERING AND ALLIED WORKS 0

56

Supplying 20mm thick cement plaster in two layers (under layer 12mm thk with 1:3 cement

mortar finished with a top layer in 8mm thk with 1:2 cement mortar) on rough side of masonry or concrete surface for all types of work / and for all elevations including scaffolding,

surface preparation, mixing, application, finishing, curing, testing etc. complete with all

materials, handling, labour, tools and plants etc. all complete as per specification, drawings and

instructions of the Purchaser / Engineer for the following mix proportions:

0

a) Cement mortar 1:3 (1 cement : 3 sand) Sq m 7094

b) Cement mortar 1:4 (1 cement : 4 sand) Sq m 0

c) Cement mortar 1:6 (1 cement : 6 sand) Sq m 550

57

Supplying 12mm thick cement plaster in single layer on all types of concrete surface or fair side

of masonry, for all types of work, for all elevations, including scaffolding, surface preparation,

mixing, application, finishing, curing, testing etc., complete with all materials, handling labour,tools and plants, etc.all complete as per specification, drawings and instructions of the Purchaser

/ Engineer for the following mix proportions. :

0

a) Cement mortar 1:4 (1 cement : 4 sand) Sq m 9096

b) Cement mortar 1:3 (1 cement : 3 sand) Sq m 0

c) Cement mortar 1:6 (1 cement : 6 sand) Sq m 933

d) Cement mortar 1:4 (1 cement : 4 sand) with neat cement finish Sq m 0


20/62




58

Supplying 6mm thick cement plaster to ceiling at all elevations in slab, beams, lintel, canopies,fins, facias, stair waist slab, landing, including scaffolding, surface preparation, mixing,

application, finishing, curing, testing etc. complete with all materials, handling, labour, tools and

plants etc. all complete as per specification, drawings and instructions of the Purchaser /

Engineer, with the following mix proportion :

0

a) Cement mortar 1:4 (1 cement : 4 sand). Sq m 511

b) Cement mortar 1:3 (1 cement : 3 sand). Sq m 3803

59

Supplying and application of washed stone grit plaster in two layers, under layer 12 mm cement

plaster 1:4 (1 cement : 4 sand) furrowing the under layer with scratching tool, applying grey

cement slurry on the under layer @ 2 Kg of cement per square meter, top layer 15 mm white

cement plaster 1:1/2:2 (1 cement : sand: 2 marble chips 10 mm size) in panels with groove all

around as per approved pattern including scrubbing and washing, the top layer with nylon

brushes and water to expose the stone chips, forming groove of uniform size from 12 mm x 12

mm upto 20 mm x 15 mm in plastered surfaces, as per approved pattern using wooden batton, all

labour, material, equipment, handling transportation, scaffolding, staging, surface preparation,

mixing, mortar, application, plastering, formation of drip course complete as per specification,


Sq m 0

60

Supplying punning over cement plastered finish surface on walls etc. for all types of surfaces,

for all elevations, including scaffolding, mixing and preparation of putty, application, finishing,

curing, testing etc. complete with all materials, handling, labour, tools and plants etc., as per

specification, drawings and instructions of the Purchaser / Engineer for the following type of

finish :

0

a) Lime punning or Neeru finish. Sq m 0

b) 2mm thick plaster of Paris punning. Sq m 0

c) Neat Cement punning Sq m 0


21/62




61

Supplying plastering (lath) on Steel sections, grading under bed over roof and floors to achieve

specified slope, (excluding cost of galvanised wire netting to be paid separately under relevant

item) using 1:3 cement sand mortar, including all labour, material, equipment, handling,

transportation, scaffolding, staging, surface preparation, handling, mixing, mortar, application,

plastering, formation of drip course, on the ceiling of the exterior projected surface, finishing,

curing, testing, etc., all complete, as per specifications, drawings and instructions of the


Cu m 0

62

Supplying and fixing 24 guage galvanised hexagonal wire netting of 0.9 mm wire diameter and

19 mm mesh size, for all types of members and all types of surfaces, for plastering on masonry /

concrete / steel sections, in all kinds of works, at all levels, including all labour, material,

equipment, handling, transportation, scaffolding, etc., all complete, as per specifications,

drawings and instructions of the Purchaser / Engineer. (Plastering to be paid separately under

relevant item).

Sq m 0

I-23 FLOORING AND ALLIED WORKS 0

63

Supplying and laying cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 grades stone

aggregate 3mm to 12mm max. nominal size) finished smooth with top coat of 12 and corners

with floors and walls, necessary construction joints, providing & fixing glass/PVC/aluminium

strips to form 1m X 1m panels, curing including skirting etc. with all labour and material,

complete as per specification, drawings and instructions of the Purchaser / Engineer.

0

a)50 mm average thick. ( integral finish) Sq m 208

64

Supplying and laying 40 mm thick cement concrete flooring with metallic concrete hardener

topping, at various elevations, under layer 38mm average thick cement concrete 1: 2: 4 (lcement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm

thick metallic cement hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 stone

aggregate 6mm nominal size) by volume, metallic hardening compound is to be mixed in the

ratio 4 : 1 (4 parts of cement: 1 part of metallic hardener compound by weight) including

finishing, rounding of edges, corners and junctions, curing, testing etc. with all labour and

materials, complete as per drawings, specifications and instruction of the Purchaser / Engineer.

Sq m 25

a) With Metallic hardener Sq m 881

b) With Non- metallic hardener Sq m 3606


22/62




65

a) Supplying and laying 50 mm thick Granolithic flooring , at various elevation, under bed layer38mm average thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

12.5mm nominal size) and top layer 12mm thick consisting of mix 1cement : 1coarse sand : 2

hard granite stone chips of 3 & 6mm thick by volume, including finishing, rounding of edges,

corners , curing and grinding with carborundam stone, polishing etc, with all labour and

materials, complete as per specification, drawings, and instruction of the Purchaser / Engineer.

Sq m 720

b) Extra over item no. 65 (a) for making top surface rough by burning / shot blasting Sq m 0

66

Supplying, and laying flexible PVC flooring sheets as per IS:3462 of approved manufacture,

shade and colour, at various elevations, fixed with adhesive over cement concrete flooring

including preparation of base, laying underbed and sheets, stretching, cutting, finishing and

cleaning, testing, etc. as per manufacturers specifications with all labour and materials etc.

complete as per drawings, specifications and instructions of the Purchaser / Engineer.

Sq m 0

a) 2 mm thick, flexible PVC flooring sheets Sq m 1103

b) 3 mm thick, flexible PVC flooring sheets 139

67

Supplying and laying Stone Slab flooring of 50mm thickness consisting of 20mm thick stone

slab of varying plan size as specified, machine cut and machine polished and underbed of 30 mm

average thickness in cement mortar 1:6 (1 cement : 6 sand) laid and joined with cement slurry at

all elevations including preparation of base, laying underbed, jointing, curing testing, finishing

including grinding, rubbing and polishing etc. with all labour and materials etc. complete as per

drawings, specifications and instructions of the Purchaser / Engineer.

0

a) Kota stone Sq m 10b) Granite stone (slab) Sq m 0

c) Marble Sq m 0


23/62




68

Supplying and laying following floor finishes of approved shade and colour over underbed ofcement mortar / concrete at all levels and for all kind of works, elevations, on horizontal and

vertical surfaces for all types of work (like flooring, skirting, dado, wall lining and facing, tread

and risers etc. including all workmanship, preparation of working drawings, topping, spreading

white cement slurry, jointing and joint filling with white cement slurry mixed with colour

pigment to match the shade of finishing material, laying to plumb and water level in desired

pattern, line and hair line joint formed with inverted V shaped stone edges, curing, rubbing,

grinding, polishing, edge moulding, finishing and cleaning, testing, providing opening of

required size and shapes, casting in panels, including all labour and materials etc. complete as

per drawings, specifications and instructions of the Purchaser / Engineer

0

a)

Vitrified ceramic tiles (Mirror Polished) with 6mm wide coloured epoxy / resin groutfilling between the tiles of approved shade. 0

i) 300mm x 300mm x 6mm (nominal) Sq m 661

ii) 300mm x 300mm x 8mm (nominal) Sq m 0

iii) 750 mm x 750 mm x 10 mm (nominal) Sq m 0

b) Heavy duty cement concrete tile 300 mm x 300 mm x 22 mm using white cement with

pigment, with hard and abrasion resistant carborundum / quartz chips for wearing course.Sq m 40

c) Interlocking concrete blocks of various sizes and thickness having M 30 grade of

concrete and pigmented to specified colours, in different pattern including the preparation of

subbase with 20 mm thick sand and filling of joints with sand (hardstone aggregate subbase if

provided shall be paid under relevant item.)

Cu m 0

d) Finishing the concrete / mortar surfaces topping with neat cement slurry (with ordinary

grey cement)Sq m 0

e) Spreading / finishing ready mix non-metallic hard granular aggregate over green concrete. Quintal 0

f) 20 mm x 20 mm x 4.5-mm thick (nominal) glass mosaic tiles in decorative murals and

pattern.Sq m 0

g) Decorative ceramic wall tiles conforming to IS:13753 with 6mm wide coloured epoxy /

resin grout filling between the tiles of approved shade 300mm x 300mm x 5 mm (nominal)Sq m 80


24/62




h)

Heavy duty dust pressed ceramic floor tiles conforming to IS:13755 with 6mm widecoloured epoxy / resin grout filling between the tiles of approved shade 300mm x 300mm x

7mm (nominal)

Sq m 0

i) Precast Terrazo tiles of size 250 X 250 X 20 thk and approved shade Sq m 800

j) Cast In Place Terrazo Sq m 0

I-24 FALSE FLOORING 0

69

Supplying, installing and finishing false flooring system including fabrication, assembling,

erecting and fixing of adjustable metal pedestals (jacks) at 600mm centre to centre both ways

with steel grid system for supporting false flooring over concrete sub-floor, fitting and fixing 35

mm thick (minimum) 600mm x 600mm removable & interchangeable particle board floor panels

chemically treated for fire resistance, top surface finished with flexible PVC flooring (2mmthick) including laying of 150mm high skirting with PVC including preparation bases for fixing

metal pedestals with adhesive over finish concrete sub-floor cutting, chasing etc., painting of sub

floor, particle beard panels, metal pedestal, steel grid system etc. with two coats of polyurethane

paint over a coat of compatible primer with all materials preparation of working drawings etc.,

complete as per specification, drawing and to the satisfaction of Purchaser / Engineer.

Sq m 0


25/62




I-25 ACID / ALKALI RESISTANT TREATMENT 0

70

a) Supplying acid resistant tiles conforming to IS:4457 on horizontal & vertical surface,

at all elevations and for all types of work including preparation of surface, testing of

leakproofness & damp proofness of structure before application of lining, application of one

coat of primer as per IS:158 laying of 20mm thick acid resistant tiles of approved colour, quality

and make, all as per specifications with minimum 6mm thick underbed of potassium silicate

based mortar conforming to IS:4832 (Part -I), raking of joints, acid curing and filling the joints

with acid / alkali resistant epoxy mortar conforming to IS:4832 (Part - II) or CNSL mortar upto

a depth of 20mm, bitumastic end sealing, including all material, scaffolding, labour, etc.

complete as per specification, drawings and direction of the Purchaser / Engineer.

Sq m 794

b) Supplying acid / alkali resistant bricks on horizontal & vertical planes on bitumen

primed surfaces followed by 12mm thick bitumastic, 6mm thick potassium silicate mortarbedding and 38mm thick bricks as per IS: 4860 at all elevations and for all types of work

including preparation of surface, testing of leak proofness & damp proofness of structure before

application of lining as per manufacturer's standard, quality and make etc. all complete as per

specifications including all material, scaffolding, labour, etc. complete as per specification,

drawings and direction of the Purchaser / Engineer.

Sq m 2

0

c) Supplying and laying acid, alkali and oil resistant high build self smoothing, seamless

epoxy resin floor finish, on horizontal and vertical surfaces, at all levels, for all types of works,

including all labour, material, equipment, scaffolding, handling, transportation, preparation of

surface, application of epoxy based primer coat, of approved colour, quality and make to giveminimum thickness of 300 micron (in two coats), and dado upto 1200mm etc., all complete, as

per specifications, drawings and instructions of the Purchaser / Engineer.

Sq m 0


26/62




I-26 PAINTING AND OTHER FINISHING WORKS 0

71

Supplying and application of minimum 2 or more coats of finish paint of approved colour, shade

over one or more coats of compatible primer, to achieve even shade to all masonry and concrete

surfaces such as walls, ceilings, beams, columns, stairs etc. (surfaces may be plastered or

unplastered) at all elevations including preparation of surface, protecting and cleaning,

scaffolding etc. with all materials, labour, equipment, handling etc. complete as per

specification, drawings and instructions of the Purchaser / Engineer.

0

a) White or colour wash with lime. Sq m 750

b) Oil bound washable distemper. Sq m 8018

c) Chlorinated rubber paint (Chemical Resistant) Sq m 0

d) Acrylic (plastic) emulsion paint Sq m 3833

72

Supplying and application of 2 coats of the following paints over one coat of matching primer, to

achieve even shade to all masonry and all type of plastered surfaces, concrete external surfaces

such as walls, ceilings, beams, columns, lintels, canopies, fins, stairs, facia etc. at all elevations

including preparation of surface, protecting and cleaning, scaffolding, curing etc. with all

materials, labour, equipment, handling etc. complete as per specification, drawings and


0

a) Water proof Cement Paint Sq m 6766

b) Polyurethane paint with primer as per manufacturer's specifications Sq m 0

73

Supplying and application of ready mix or two component, resin / polymer bonded granular

textured coating finish of approved colour, and shade for all types of plastered and / or exposed

concrete surface, in all kinds of works, at all levels, including preparation of surface, preparation

of working drawing, labour, material, equipment, handling, transportation, mixing, laying,

applying finishing, testing, curing, making grooves, scaffolding, staging, etc., all complete, as

per specifications, drawings and instructions of the Purchaser / Engineer, for following nominal

thicknesses:

525

a) 1.2 mm Sq m 0

b) 2.5 mm (with natural coloured stone chips) Sq m 1100


27/62




74

Supplying and application of two coats of ready mixed black bituminous anti corrosive paint of

approved make over one coat of approved primer on external surface of rain water, soil, waste

and vent pipes and their fittings, to give an even shade including preparation of surface by

thoroughly cleaning oil, grease, dust, dirt and other foreign matter with wire brush, scraper and

sand paper, scaffolding, protection during painting and cleaning of all paint stains after painting

with all materials, labour and equipment complete as per specification, drawings and instructions


RM 70

I-27 DOORS & WINDOWS 0

75

Supplying, fitting and fixing in position, Door frame for door shutters, fixed with necessary

fixtures, at all levels for all kind of works, including all labour, material, equipment, etc., all


0

a) Teak wood door frames (Finished 60 X 120mm) Cu m 0b) Pressed steel door frames Sq m 162

c) Anodized Aluminium door frames Sq m 10

76

Supplying, fitting and fixing in position, 12 mm thick BWP Particle board decorative Veneer

(prelaminated) on both sides within necessary aluminium frame work as door shutter and / or

partitions fixed with necessary snap-on-beading, at all levels for all kind of works, including all

labour, material, equipment, etc., all complete, as per specifications, drawings and instructions of

the Purchaser / Engineer. (Aluminium work shall be paid separately under relevant item)

Sq m 0

77

Supplying, fitting and fixing in position, hollow metal double sheet plain shutter (45 mm thick)

steel doors including frame, at all levels and for all type of works, including all labour, material,

equipment, handling, transportation, workmanship, preparation of working drawings, pressedsteel frames, shutters, mastic caulking, grouting frames, hold fasts, butt hinges, tower / sliding

bolts, handling, Aldrops, door stoppers, hydraulic door closures, locks, screws, handling and

applying intermediate and finish (under) coat over red oxide Zinc chromate, (excluding cost of

primer), consisting of minimum 50 microns each synthetic enamel paint of approved shade and

colour including touch up painting for the damaged surfaces of intermediate / finish paint, etc.,

all complete, as per specification, drawings and instruction of Purchaser / Engineer.

Sq m 234


28/62




78

Supplying, fitting and fixing in position, solid core flush door shutter, as per IS: 2202 (part II),35mm thick homogeneous board (decorative veneer prelaminated on both sides) bond with BWP

type phenol formaldehyde synthetic resin conforming to IS: 3087, Type I, 35X12mm teak wood

beading all around at all levels, for all kind of works, including all labour, material, equipment,

handling, transportation, workmanship, preparation of working drawings, tower / sliding bolts,

handles, knobs, door stoppers (all fittings shall be anodised aluminium and electro colour dyed),

hydraulic door closures, mortice locks (6 levers), provision of vision panels, hinges, screws, etc.,

all complete, as per specifications, drawings and instructions of the Purchaser / Engineer.

Sq m 0

79

Supplying, fitting and fixing in position, fire proof single leaf/double leaf metal doors including

frame, with mineral wool insulation, conforming to IS: 3614 (Parts I & II), meeting TAC

requirement and having a fire rating of two hours (minimum), at all levels and for all types ofworks, including all labours materials, workmanship including preparation of working drawings,

equipment, handling transportation, steel frames, shutters, insulation, fitting, hinges, panic

device having panic lock, latch, horizontal full width lever, openable on pressing door stoppers,

hold-fasts / expanding anchor bolts, bolting arrangement, grouting frames, blast cleaning of steel

surfaces to near white metal surface ( Sa 2 Swedish standard), applying inorganic zinc silicate

primes of minimum 75 microns ( DFT) and finish with suitable fire redartant painting system,

testing, etc., all complete, as per specifications, drawings and instructions of the Purchaser /

Engineer.

Sq m 56


29/62




80

Supplying and erecting in positions including assembling fitting & fixing single or double leaf

Glazed electro coated Aluminium doors partitions, windows, ventilators, partitions etc., at all

elevations, of all sizes including box type extruded anodised aluminium frames, mullions,

transoms with Aluminium handles, holdfasts, tower bolts etc. all fittings, handling,

transportation, accessories, conforming to IS:733 and IS:1285, anodised and electro colour dyed

to required colour / shade, according to IS:1868 and IS:11857 (Minimum anodic coating of

Grade AC 15), fixed with metal expansion fasteners, screws / clips, filling up of gaps at

junctions, bottom, top & sides, with required neoprin felt for bi-mettalic protection, preparation

of working drawings, aluminium cleat angles, snap-on beading for glazing / panelling with all

labour material, equipment complete as per specification, drawings, door schedule and

instructions of Purchaser / Engineer. (Glazing to be paid separately).

Sq m 736

0

81

Supplying and erecting including assembling, fitting and fixing steel windows, ventilators,

louvers, louvers combined with windows and ventilators at all elevations, of all sizes, including

frames painting shop coat of primer, mastic caulking, handles, hold fasts, stays, hinges etc. and

for all type of works, including all labour, material, equipment, handling, transportation,

workmanship, preparation of working drawings, pressed steel frames, shutters, mastic caulking,

grouting frames, hold fasts, butt hinges, tower / sliding bolts, handling, locks, screws, handling

and applying intermediate and finish (under) coat over red oxide Zinc chromate, (excluding cost

of primer), consisting of minimum 50 microns each synthetic enamel paint (total 250 micron

DFT) of approved shade and colour including touch up painting for the damaged surfaces of

intermediate / finish paint, etc., all complete, as per specification, drawings and instruction ofPurchaser / Engineer. (insulation if provided any shall be paid separately under the relevant

item)

0

a) Openable steel window as per IS: 1361 Sq m 24

b) Steel louvers of 1.2mm thick with channel frame and sag rods as per approved design Sq m 0

82

Supplying, fitting and fixing hydraulic, oil sealed, door closer of the following types conforming

to IS:3564 from approved manufacturers for doors at all elevations (whenever shown) including

all fittings and fixtures, with all material, labour, handling, equipment etc. complete as per door

schedule, specification, drawings and instructions of the Purchaser / Engineer.

0


30/62




a) Type 2 of IS:3564. Each 13

83

Supplying, fitting and fixing heavy duty Mortice lock of Godrej or equivalent approved make to

single and double leaf doors where shown by schedules, with handles and duplicate set of keys

and masterkeyed locks, openable from one side only by key and from the other side by handle or

knob including all material, labour, handling, equipment, complete as per specification,

drawings, and instructions of the Purchaser / Engineer.

Each 29

84

Preparation of drawings and getting the same approved, supplying, assembling, erecting and

fixing steel rolling shutters and accessories from approved manufacturers including all fittings,

fixtures, locking arrangement from inside and outside holdfasts, grouting of holdfasts, manual

operation arrangement, gear arrangement (wherever required), electric motor drive (wherever

required), electric driven shutters (wherever required), applying intermediate and finish (under)

coat over red oxide Zinc chromate, (excluding cost of primer), consisting of minimum 50

microns each synthetic enamel paint of approved shade and colour including touch up painting

for the damaged surfaces of intermediate / finish paint, etc., all complete, as per specification,

drawings and instruction of Purchaser / Engineer.

0

a) For electrical motor driven operation Sq m 10

b) For mechanical geared operation Sq m 217

P j N L545000 400 MW JEGURUPADU III CCPP D 08 S 09


31/62




85

Supplying, designing, manufacturing, assembling, fitting and fixing in position double leaf,

hollow metal sliding door considering of troughed permanently colour coated sheets on the both

faces (colour and profile of the sheet to match with that of the building), each leaf (sliding in the

opposite direction) suspended from trolley (of galvanised sheet metal stamping construction

having four wheels on two axles, which are supported on nylon bearing housed in the trolley

body, pivoted bolt with nut shall be provided at the centre of the trolley for suspending the door

leaf) which is guided on a cold formed C section header assembly which shall be supported at

least at four points by brackets connected to the building wall framing structures, wind reaction

and swaying at the bottom is absorbed by galvanised cold framed steel guide embedded in

concrete with all accessories at all levels, and for all type of work, including all labour, material,

equipment, handling, transportation, fitting and fixtures locking arrangements, trolley with axle,

wheels and bearings, guided steel framing, flashing, weather sealing at the centre and at ends byneoprene rubber closures and manual

operation, preparation of working drawings, design for the specified wind load and for

maximum opening size of

6m x 7m, blast cleaning of supporting steel framing surfaces to near white metal surface (Sa 2

) of Swedish standard,

applying inorganic zinc silicate primer of minimum 75 microns (DFT), etc., all complete as per

specifications, drawings


Sq m 0

86

Supplying and fixing automatic operation system for doors suitable for door opening of size

2000 mm x 2100 mm (approximate) i.e. having 2 nos. 1000 mm wide sliding or swing doorshutters, opening on either side, complete with solid state controller unit, heavy duty reversible

motor, adjustable timer, gear for transmission, sensors on both sides, associate cabling, etc.,so as

to provide flawless automatic operation, with all labour, material, equipment, handling,

transportation, workmanship, preparation of working drawings, testing, etc., all, complete as per

specifications, drawings and instructions of the Purchaser / Engineer. (Door shall be paid

separately under relevant item).

Each 0

I-28 GLASS & GLAZING 0

P j t N L545000 400 MW JEGURUPADU III CCPP D t 08 S 09


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87

Supplying, fitting and fixing sheet glass (superior quality first grade) of reputed make at various

elevations to doors, windows, louvers etc. including supporting, putting mastic cement, cleaning

after fixing etc. with all cost of labour, material, handling, scaffolding etc. complete as per

drawings. and instruction of Purchaser / Engineer.

0

a) 4mm thick clear float glass. Sq m 25

b) 5.5mm thicktoughened glass. Sq m 0

c) 6mm thick clear float glass. Sq m 157

d) 6mm thick wired glass. Sq m 136

e) 6mm thick toughened glass (with internal film to protect glass from cattering in case

of breaking)Sq m 0

f) 3mm thick translucent glass Sq m 0

88

6 mm thick toughened reflective as per following specification:

Light transmission 21%

Reflection external 11%

Reflection internal 34%

Direct energy transmission 29%

Energy reflection 10%

Solar factor 44%

Shading coefficient 0.51%

U Value 5.7W/SQMK

The substrate of the above glass shall conform to DIN 1249, ASTMC 1036-91

Sq m 0

89

24mm thk Composite double glazing consisting of two layers of glass, 6 mm thick toughened

reflective outer glass (as per specification in item no. 88), 6 mm thick float inner glass separated

by 12 mm dessicant air-gap, provided by 12mm thk anodise aluminium slacer fixed with primary

seal of hot melt butyle and secondary seal of structural silicon.

Sq m 0

I-29 WATER SUPPLY, DRAINAGE AND SANITATION 0

Project No: L545000 400 MW JEGURUPADU III CCPP Date: 08 Sep 09


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90

Supplying and fixing including prepration of working drawings, medium grade galvanised (as

per IS: 4736) mild steel water pipes, of approved make, conforming to IS:1239 for water supply

and rain water downcomer with all fittings such as Tees, bends, elbows, couplings, flanges,

reducers, plugs, clamps, gate valves with jointing etc. including cutting, forming chases and

making good the walls, at all levels etc. including laying, installation, jointing, testing,

disinfecting, painting, all complete as per specification, drawings, and instructions of the


0

a) 15mm NB to 40 NB (Pipe for water supply) Quintal 21

b) 100mm NB to 150mm NB Quintal 0

91

Supplying and fixing oxidised brass stop cocks of approved make and size 15mm NB to 40mm

NB, all complete as per IS:781 and drawings, specifications , at all levels and instruction of the


No. 68

92

Supplying and fixing High Density Polyethylene (approved grade) rotational moulded seamless

water storage tank conforming to IS:12701 of approved make (Sintex or approved equivalent)

having closed top with lid, complete with inlet, outlet, overflow pipe, ball valve, mosquito proof

coupling and proper anchorage arrangement, complete as per specification, drawings and


0

a) Cylindrical / Rectangular-vertical type. 0

i) 500 litres net capacity Each 0

ii) 1000 litres net capacity Each 4

Project No: L545000 400 MW JEGURUPADU III CCPP Date: 08-Sep -09


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GENERAL CIVIL, STRUCTURAL AND ARCHITECTURAL WORKDate: 08 Sep. 09


93

Supplying the toilet block consisting of fitting and fixtures as specified below, with built in floor

drain, shower rose of adjustable multi-spread spray, one number HDPE loft type / overhead

water storage tank, as per IS : 12701 and of 500 liters capacity, complete with float valve,

overflow drainage pipe arrangement, GI concealed water supply pipe of minimum 12 mm dia of

medium class, cast iron sanitary pipe (with lead joints) of minimum 75 mm diameter, floor trap

with stainless steel grating, inlet and outlet connections for supply and drainage, with all bends,

tees, junctions, sockets, etc., as are necessary for the commissioning and efficient functioning of

the toilet block (all sanitary items shall be of first quality Vitreous China and of approved colour,

all sanitary fittings shall be of heavy duty chrome plated brass), including preparation of working

drawings, with all water supply, granite counter, embedded service pipes, (water supply and

sanitary) and flexible brass pipes, bib cocks, stop cocks, brackets, etc., installation of sanitary

itemsand fittings, fixtures, laying (installation) and jointing of pipes and fittings, with all labour,material, equipment, etc., all complete, as per

specifications, drawings and instructions of the Engineer. (Masonry, wall & floor finishing

items shall be paid

separately under relevant items).

2

a)One number wall mounted coloured (excluding premium colours) glazed vitreous China

European water closet and flushing valve system, water faucet, toilet paper holder, one number

colour (excluding premium colours) glazed ceramic oval shaped wash basin 400x 550 mm

(approx.) mounted over 20mm thick granite beveled edge counter, bottle trap, one number

looking mirror 600x 900 x 5.5 mm, edge mounted with teak beading and minimum 12 mm thick

plywood backing, one number stainless steel towel rail 600 x 20 mm, one number liquid soapdispenser, one stainless steel paper holder.

Each 10

Project No: L545000 400 MW JEGURUPADU III CCPP Date: 08-Sep.-09


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oject o 5 5000GENERAL CIVIL, STRUCTURAL AND ARCHITECTURAL WORK

ate 08 Sep 09


b) One number Coloured glazed vitreous China Orrisa pan (580 x 440 mm) including CI

cistern of 10ltrs capacity as per IS:774/ China European WC with flushing valve system orone number Coloured glazed vitreous China European WC with flushing valve system, two

number white glazed ceramic oval shaped wash basin 440x550 mm (approx.) mounted over

granite beveled edge counter, bottle trap, two numbers looking mirror 600x 450x 5.5 mm, edge

mounted with teak beading and minimum 6 mm thick (BWR)plywood backing, two numbers

CP brass towel rail 600 x 20 mm, two numbers liquid soap dispenser, two numbers white

glazed vitreous China flat back lipped urinal of430X260X350mm with flushing arrangement,

with white glazed vitreous China partition of standard size, fixed with C.P. Brass bottle trap, one

stainless steel paper holder shower rose of adjustable multispread spray.

Each 7

c) Extra over item 93 (a) & 93 (b) for photo-voltaic cells for water controls fitted with wash

basins

Each 0

d) Extra over item 93 (a) & 93 (b)for additional one number colour (excluding premium colours)

glazed ceramic oval shaped wash basin 400x 550 mm (approx.) mounted over 20mm thick

granite beveled edge counter, bottle trap, one number looking mirror 600x 900 x 5.5 mm, edge

mounted with teak beading and minimum 12 mm thick plywood backing, one number stainless

steel towel rail 600 x 20 mm, one number liquid soap dispenser, one stainless steel paper holder

390mm high.

Each 0

e) Extra over item 93 (a) & 93 (b) for additional wall mounted coloured (excluding premium

colours) glazed vitreous China European water closet and flushing valve system, water faucet,

toilet paper holder

Each 0

f) Extra over item 93 (a) & 93 (b) for additional Coloured glazed vitreous China Orrisa pan (580x 440 mm) / China European WC with flushing valve system, water faucet Each 0

g) Extra over item 93 (a) & 93 (b) for additional white glazed vitreous China flat back lipped

urinal of 390 x 400 x 630mmEach 0

94Water cooler of 30 litre capacity, Janitor's space of adequate size with shelves and side openable

wooden shutterEach 0

Project No: L545000 400 MW JEGURUPADU III CCPP Date: 08-Sep.-09


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jGENERAL CIVIL, STRUCTURAL AND ARCHITECTURAL WORK

p


95

Supplying the pantry consisting of fittings and fixtures as given herein, including preparation of

working drawings, embedded service pipes, (water supply and sanitary) and flexible brass pipes,

bib cocks, stop cocks, brackets, etc. The pantry shall consist of one number stainless steel

pantry sink, (mounted over 20mm thick granite bevelled edge counter) as per IS: 13983, of size

610 x 510 mm, bowl depth 200 mm with drain board of at least 450 mm length with trap, hot

and cold water mixer, janitor of adequate size with shelves and side openable wooden shutter,

one number water cooler of 30 litres capacity, one number geyser of 25 litres capacity with inlet

and outlet connections, one number HDPE loft type / overhead water storage tank as per IS:

12701 and of 500 liters capacity complete with float valve, , overflow drainage pipe

arrangement, GI concealed water supply pipe of minimum 12 mm diameter of medium class,

cast iron sanitary pipe (with lead joints) of minimum 75 mm diameter, floor trap with Stainless

Steel grating, inlet and outlet connections for supply and drainage, with all bends, tees,junctions, sockets, etc., as are necessary for the

commissioning and efficient functioning of the pantry (all sanitary fittings shall be heavy duty

crome plated brass u.n.o.

civil, structural and architectural boq_

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