are you suprised e-10... · s.no ssr no description of work qty. rate unit amount rs. 17 051026...

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xRegistered Post-Ack.-Due”

दक्षिण मध्य रेऱवे / South Central Railway

ववजयवाडा मंडऱ / Vijayawada Division

मंडऱ कायााऱय/Divisional Office, काया शाखा/Works Branch,

ववजयवाडा/Vijayawada,

सं.No.बीB/डबल्यू W.496/I/4/T.No.E-10/North/16/T.North ददनाँक/Dt. 23-.01.2017

To

Sri D. Srinivas,

Railway Contractor,

Flat.No.302, Venkat Vihar Apartments,

Gottipati Brahmaiah street,

Ayyappa Nagar, V I J A Y A W A D A-520 007

Sir

ववषय/Sub:-Tender No.E-10/North/2016 for the work of “Vijayawada Division: BZA - VSKP

Section - Rajahmundry : Replacement of age old CI water tank with

Pre-stressed steel tank supplying water to station, Waiting halls and platforms at

RJY station.

संदबा/Ref:- Your bid document for the above work uploaded in ireps web site opened on

13-12-2016.

***

1. The competent authority has accepted your Tender for the above work for a total value of

Rs. 74,35,812/- (Rupees Seventy four lakhs thirty five thousand eight hundred and twelve only)

for total value of the work at the following rates.

Rates: 1. Schedule-A at (+)24% (Plus Twenty four percent only) on USSR 2010

2.. Schedule-B at (+)24% (Plus Twenty four percent only) on USSR 2010

3.. Schedule-C at (+)15% (Plus Fifteen percent only) on USSR 2010

4. Schedule-D at (+)6% (Plus Six percent only) on USSR 2010

5. Schedule-E at (+)42% (Plus Forty two percent only) on USSR 2010

6. Schedule-F at (+)22% (Plus Twenty two percent only) on basic rate of NS item.

2. The work should be completed within 08 (Eight) Months from the date of issue of letter of

acceptance of tender with a maintenance period of 06 (Six) Months.

3. The sum of Rs 1,23,760/- paid online vide IREPS Ref.ID Bank Trans PE115472 / 116121231992079

dt. 12-12-16 towards EMD has been adjusted as part amount of the security deposit. The balance

security deposit of Rs.2,48,0361/- shall be recovered at the rate of 10% of the bill amount till the full

security deposit of Rs. 3,71,791/- is recovered.

4. In terms of Special conditions of contract, you shall furnish a Performance Guarantee amounting to

5% of the contract value i.e., Rs. 3,71,791/- before signing of the agreement. The performance

guarantee should be initially valid up to the stipulated date of completion plus 60 days beyond that. In

terms of Special conditions of contract, you shall submit the Performance Guarantee (PG) within 30

(thirty) days from the date of issue of Letter of Acceptance (LOA) (excluding the date of LOA).

Extension of time for submission of PG beyond 30 (thirty) days and up to 60 days from the date of

issue of LOA(excluding the date of LOA). may be given by the Authority who is competent to sign

the contract agreement. However, a penal interest of 15% per annum shall be charged for the delay

beyond 30 (thirty) days, i.e. from 31st day after the date of issue of LOA. In case of failure to submit

the requisite PG even after 60 days from the date of issue of LOA, the contract shall be terminated

duly forfeiting EMD and other dues, if any payable against the contract. The failed contractor shall be

debarred from participating in re-tender for that work.

Contd-2

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:2:

5. Until a formal agreement is executed, acceptance of the Tender shall constitute a binding contract

between you and the administration.

6. You have to abide by the Contract Labour (Regulations and Abolition Act 1970) and rules, regulations

and amendments thereto that may be followed from time to time are binding on you in respect of this

contract. You have to submit the application in the prescribed form (Form-V) in triplicate for

license under Contract labour (Regulation and Abolition) Act for 20 or more workers and under

BOCW Act for less than 20 Workers together with the demand draft towards security deposit and

license fee to the undersigned to forward the same to the concerned Licensing Officer for issue of the

license irrespective of the number of labour employed for the work. The work should not be executed

without a valid labour license.

7. Failure to start the work within ten days, the contractor is liable for penal action as per clause 62 of the

General conditions of contract.

Encl: 1) Tender schedule with special conditions

2) Copy of Performance Guarantee

Yours faithfully,

Sr. Divisional Engineer/North

S.C. Railway/Vijayawada For and on behalf of President of India Copy to: Sr.DFM/BZA for information.

Copy to: ADEN/ RJY, SSE/Works/ RJY for information.

Copy to SSE(Drg)/Buildings & OS/WA-North for information.

Copy to: The Labour Enforcement Officer (Central), Prakash Nagar, Rajahmundry, East Godavari

District, for kind information.

.

(TC: ADEN/Track/BZA, .ADFM/III//BZA & ACM/South/BZA – AA: Sr.DEN/North//BZA)

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South Central Railway Vijayawada Division

Tender No.E-10/North/2016

Name of Work : Vijayawada Division: BZA - VSKP Section - Rajahmundry : Replacement of age old CI water tank with Pre-stressed steel tank supplying water to station, waiting

halls and platforms at RJY station.

Similar nature of work :-

Overhead water tank or building work of (G+4) and above.

Approx. Value : Rs. 74,35,812/-

(Approximate value of tender arrived by addition of at par value of SSR items enhanced with certain

estimated percentage and value of NS items at the basic rates adopted in schedule.)

Completion Period (08 ) Eight months

Maintenance Period (06) Six months

SW Sanction Estimate No, & Date Allocation Amount (Rs)

01 B/W.550/II/444/Plg,dt: 02.11.16 21-53-62-03 70,31,720

Name of the

Tenderer/Contractor:-

Sri D. Srinivas,

Flat.No.302, Venkat Vihar Apartments,

Gottipati Brahmaiah street, Ayyappa Nagar,

V I J A Y A W A D A-520 007

Schedule - A : List of items of works that are covered by Indian Railways USSR (Works & Materials) 2010.

S.No SSR No Description of Work Qty. Rate Unit Amount

Rs. 1 011011 Earth work in excavation as per

approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in All kinds of soils

560 100.28 cum 56157

2 011070 Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for earth work in all soils

180 9.70 cum 1746

3 012040 Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift

144 22.30 cum 3211

4 012050 Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete

51.3 615.03 cum 31551

5 021070 Loading/Unloading ballast, kankar, brickbats, stone- chips, shingle, stone boulders, block kankar, pitching stones, rubble stones, laterite, coal, surkhi, dry mortar, sand, moorum, earth, manure or sludge, ashes, lime etc. including lead up to 50m and stacking into/from trucks, trailors or wagons

300 46.62 cum 13986

Signature of the Contractor Sr.Divisional Engineer/North

S.C.Railway/Vijayawada

of 33

S.No SSR No Description of Work Qty. Rate Unit Amount Rs.

6 021090 Leading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, pitching stones, rubble stones, laterite, coal, surkhi, dry mortar, sand, moorum, earth, manure or sludge, ashes, lime, debris, muck, malba, etc. for lead upto 25 km. Note : Lead under this item is payable when the same exceeds 500m.

300 59.54 cum 17862

7 021510 Hiring of JCB Machine (in good working condition) for leveling and dressing ground/dismantling structures including disposal of debris through dumpers etc. with contractor’s labour, JCB machine, machine operator, fuel etc. The contractor shall arrange road permit for vehicle for all the states of operation as per instructions of engineer in-charge and vehicle shall not be more than three years old. Payment shall be made for actual working hours at site.

50 631.57 hour 31579

8 031012 Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level : 1:3:6 (1cement :3 sand : 6 graded stone aggregate 40mm nominal size)

63.46 1865.68 cum 118396

9 032051 providing and laying cement concrete 1:2:4 in damp proof course(1 cement :2 sand:4 graded stone aggregate 12.5 mm nnominal size

28.28 111.33 sqm 3148

10 033020 Extra for laying concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note : The quantity will be calculated by multiplying the depth measured from the sub-soil water level upto centre of gravity of concrete under sub-soil water level with quantity of concrete in Cum executed under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.

36 239.30 cum/m depth

8615



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11 041011 Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB and Platform shelter etc.

70.67 2326.70 cum 164428

12 041012 Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge All works in buildings above plinth level upto floor two level.

4.86 2530.27 cum 12297

13 042011 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of FOB etc.

65 132.50 sqm 8613

14 042014 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers

14 199.23 sqm 2789

15 042015 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, pillars, posts and struts

249 291.20 sqm 72509

16 042025 Centering and shuttering including strutting, propping etc. and removal of form for special shapes Edges of slabs and beams in floors and walls under 20 cm wide

6.3 79.60 metre 502



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17 051026 Brick work with modular bricks of class designation 7.5 in foundation and plinth in : Cement Mortar 1:6 (1cement : 6 coarse sand)

99 1992.20 cum 197228

18 051040 Extra over item 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level :

32.2 166.76 cum 5370

19 051181 Half brick masonry with bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:3 (1 cement : 3 coarse sand)

48 272.84 sqm 13096

20 057104 Add or deduct from rates of brickwork when the bricks specified or permitted to be used by Engineer are of Class designation other than 7.5 Deduct for Class designation 3.5

105 -655.33 cum -68495

21 071011 Providing wood work in frames of doors, windows, clerestory windows and other frames and trusses, wrought, framed and fixed in position : Second class teak wood

220 69.49 cudm 15288

22 072011 Providing and fixing panelled/glazed or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled MS butt hinges with necessary screws excluding panelling/ glazing which will be paid for separately second class teak wood, 35mm thick

8 1794.78 sqm 14358

23 072021 Providing and fixing panelling/glazing or panelling and glazing in panelled/glazed or panelled and glazed shutters for doors, windows& clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured).Panelling/ glazing for panelled/ glazed or panelled and glazed shutters 25mm to 40mm thick Second class teak wood.15mm thick

8 1427.28 sqm 11418

24 074232 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete Fixed to opening/ wooden frames with rawl plugs screws etc.

5.5 74.63 Kg 410



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25 074261 Providing and fixing fly proof galvanized M.S.wire gauge to windows and clerestory windows using galvanized M.S. wire gauge with average width of aperture 1.4mm in both directions with wire of dia 0.63mm With 2nd class teak wood beading 50x20mm

8 568.51 sqm 4548

26 075051 Providing and fixing M.S. sliding door bolts generally conforming to IS: 281 bright satin finish or black stone enamelled with nuts and screws etc. complete of size 300x16 mm

2 137.06 Each 274

27 075063 Providing and fixing M.S. tower bolts generally conforming to IS:204 (Part I) with necessary screws etc. complete of size 150x10 mm

6 26.99 Each 162

28 075071 Providing and fixing M.S door handles with necessary screws etc. complete 125mm

8 16.54 Each 132

29 092012 Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 40mm thick with 20mm nominal size stone aggregate

216 136.90 sqm 29570

30 111021 15 mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement: 4 fine sand)

159 77.02 sqm 12246

31 111052 15 mm cement plaster on the rough side of single or half brick wall of mix - 1:6 (1cement: 6coarse sand)

107 79.48 sqm 8504

32 115110 Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 Kg/10 sqm

265 38.31 sqm 10152

33 121011 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood)

16 23.63 sqm 378

34 121051 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

16 47.41 sqm 759



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35 123043 Painting, Two coat, any shade as directed of approved make and brand a) Trusses exceeding 9m clear span, b) Staging with O.H. tank where staging is more than 2.5m in height, c) Flood light towers, d) Chimneys and similar structures

1810 48.62 sqm 88002

36 137010 Supplying, fabricating and fixing M.S. flat angle iron pipe clamps, stays etc. including drilling holes, welding (if any) including nuts and bolts etc. including all lifts

350 105.87 Kg 37055

37 137062 Supplying and fixing on water tanks etc. slotted WATER indicator board with M.S. Pulley ball bearing type phosphorus bronze twisted wire, wood float etc. complete in all respect and in metric units. The rate includes fixing at all heights More than 1.25 m long

2 1396.12 Each 2792

38 252020 Supply moorum 144 201.25 cum 28980

39 014101 Extra rate for quantities of works executed. Note - The extra percentage rate is applicable in respect of each item, but limited to quantities of work executed in these difficult conditions. In or under water and/or liquid mud, including pumping out water as required. Note - In or under water means locations/levels where there is continuous ingress of water.

300 20.056 cum 6018

(Items thirty nine only ) Total of Schedule-A 965634

Percentage Rate quoted

in “Figures”

(+) 24%

Percentage Rate quoted in “Words”

Plus Twenty four percent only

Schedule-B List of items of works that are covered by Indian Railways USSR (Works & Materials) 2010.


Rs. 1 033062 Supply and using cement at

worksite, OPC 53 grade 51.47 4600 Tonne 236762

(Item one only) Total of Schedule-B 236762


in “Figures”

(+) 24%


in “Words”

Plus Twenty four percent only

Signature of the Contractor Sr. Divisional Engineer/North

S.C. Railway/Vijayawada

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Schedule-C List of items of works that are covered by Indian Railways USSR (Works & Materials) 2010.


Rs. 1 045016 Supplying Reinforcement for

R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars

12153 50.76 kg 616886

(tem one only) Total of Schedule-C 616886


in “Figures”

(+)15%


Plus Fifteen percent only

Schedule-D List of items of works that are covered by Indian Railways USSR (Works & Materials) 2010.


1 081031 Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - up to 6m height above GL In RSJ, tees, angles and channels

8490.68 80 kg 679254

2 081032 Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GL In flats, plates, round or square bars

7293.35 78.40 kg 571799

3 081043 Extra for every subsequent 3m height or part thereof over 6m height above GL for erection and fixing of steel work : Over item no 081032

3646.68 6.63 kg 24177

4 081050 Erecting roof trusses, tank stagings, steel tanks etc. including riveting for work up to 10m height above GL

84.91 250.36 quintal 21258

5 081060 Extra to item no 081050 for every subsequent 5m height, or part thereof, over 10m height above GL

16.98 62.59 quintal 1063

6 081070 Erecting rails in posts, platform wall copings etc. including necessary cutting and drilling

690.13 80.36 quintal 55459

Signature of the Contractor Sr. Divisional Engineer/North S.C. Railway/Vijayawada

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7 081360 Providing and fixing M.S. round holding down bolts with nuts and washer plates complete

497.9 74.65 kg 37168

8 081370 Providing and fixing bolts including nuts and washers complete

747 93.56 kg 69889

9 081390 6mm welding by gas plant including transportation of gas welding plant at site etc. complete

10800 4.76 cm 51408

10 081412 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works

1613 79.06 kg 127524

(Items Ten only) Total of Schedule-D 1638999

Percentage Rate quoted in “Figures”

(+) 6%

Percentage Rate

quoted in “Words”

Plus Six percent only

Schedule-E List of items of works that are covered by Indian Railways USSR (Works & Materials) 2010.


1 131136 Providing and fixing GI pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall.50mm dia, nominal bore.

81 382.63 metre 30993

2 131156 Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work for 50 mm dia. nominal bore

86 335.65 metre 28866

3 131158 Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc., External work 80mm dia. nominal bore.

60 550.29 metre 33017

4 131159 Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc., External work 100mm dia. nominal bore.

60 758.26 metre 45496

5 131162 Making connection of medium grade G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore

6 520.14 Each 3121


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6 131163 Making connection of medium grade G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete 100 mm to 150 mm dia.

6 978.24 Each 5869

7 132034 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore

6 819.15 Each 4915

8 132036 Providing and fixing gun metal gate valve with C.I. wheel approved quality (screwed end) 80mm nominal bore.

12 1819.49 Each 21834

9 132037 Providing and fixing gun metal gate valve with C.I. wheel approved quality (screwed end) 100mm nominal bore.

12 1993.42 Each 23921

10 133031 Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class) -- upto 300mm dia.

6 3634.71 Qtl. 21808

11 133054 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : upto 300 mm dia (133054) 150 mm dia. Pipe.

30 1994.97 metre 59849

12 133055 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : up to 300 mm dia (133055) 200 mm dia. Pipe.

30 2510.94 metre 75328

13 133144 Providing lead caulked joints to spun iron or C.I./ DI pipes and specials including testing of joints but excluding the cost of pig lead --150 mm dia. Pipe

10 178.84 Each 1788

14 133145 Providing lead caulked joints to spun iron or C.I./ DI pipes and specials including testing of joints but excluding the cost of pig lead -- 200 mm dia. Pipe

10 236.88 Each 2369

15 133172 Providing flanged joints to double flanged C.I./D.I. pipes and specials including fittings ,packing’s & testing of joints -- 100 mm dia. Pipe

10 165.93 Each 1659

16 133174 Providing flanged joints to double flanged C.I./D.I. pipes and specials including fittings, packing’s & testing of joints -- 150 mm dia. Pipe

60 205.66 Each 12340

17 133175 Providing flanged joints to double flanged C.I./D.I. pipes and specials including fittings, packing’s & testing of joints -- 200 mm dia. Pipe

15 211.47 Each 3172


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18 133202 Providing and fixing C.I.sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.--100 mm dia (the tail pieces if required will be paid separately)--Class II

6 4562.96 Each 27378

19 133222 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.-- 150 mm dia (the tail pieces if required will be paid separately)--Class II

6 7007.32 Each 42044

20 133232 Providing and fixing C.I.sluice valves (with cap) complete with bolts, nuts, rubber insertions etc.-- 200 mm dia (the tail pieces if required will be paid separately)--Class II

3 12742.51 Each 38228

21 133263 Provide and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete ( the tail pieces, tapers etc. if required will paid separately). 100mm dia

2 3833.71 Each 7667

22 133271 water meter 80 mm dia at water tank

4 3326.08 Each 13304


4 4306.84 Each 17227


2 6869.26 Each 13739

25 133361 Providing and laying Double Flanged Pipe (screwed/welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) 100mm dia C.I. Double Flanged Pipe

30 1416.23 metre 42487

26 133362 Providing and laying Double Flanged Pipe (screwed/welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) (133362) 150mm dia C.I. Double Flanged Pipe.

50 2214.57 metre 110729

27 133363 Providing and laying Double Flanged Pipe (screwed/welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) (133363) 200mm dia C.I. Double Flanged Pipe.

25 3363.59 metre 84090

28 133421 Dismantling old CI/GI/WI/DI pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead up to 50 M: : up to 400 mm dia. 80mm diameter C.I. pipe

50 82.08 metre 4104


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100 87.70 metre 8770


50 108.28 metre 5414

31 136136 Providing and fixing G.I. union in G.I pipe including cutting and threading the pipe and making long screws etc. complete (network) of 50mm nominal bore.

10 350.11 Each 3501

32 138112 Extra for laying or taking out C.I./GI /WI / DI water main or underground drain pipe along side running track where adequate precaution are to be taken and un - interrupted work is not possible Above 80 mm dia & upto 150 mm dia

60 83.05 metre 4983

33 138113 Extra for laying or taking out C.I./GI /WI / DI water main or underground drain pipe along side running track where adequate precaution are to be taken and un - interrupted work is not possible Above 150 mm dia & upto 250 mm dia

75 99.01 metre 7426

34 256070 Miscll GI Fittings 350 92.00 Kg 32200

(Items Thirty four only) Total of Schedule-E 839636


in “Figures”

(+) 42%


Plus Forty two percent only


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Schedule-F List of items of works that are NOT covered by Indian Railways USSR (Works & Materials) 2010.


Rs. 1 NS

136219 Supplying, erecting and commissioning of hot pressed molded thermosetting glass fibre reinforced polyester resin (GRP) sectional water storage tanks confirming IS. 14399(Part-I & II) on Railways existing staging/roof top including all accessories like external bracing, L - brackets, manhole & drain panel assembly, ladder etc., including providing and fixing required fittings for inlet, outlet/delivery, drain and overflow pipes with all contractors labour, tools, and plants, materials, all lead and lift, taxes etc., complete for tanks of height 2.0mts for capacity of above 2,00,000 litres (Rates as per rate analysis)

200000 9.45 Litre 1890000

( Item one only) Total of Schedule-F 1890000

Percentage Rate quoted in “Figures”

(+) 22%


in “Words”

Plus Twenty two percent only

CONDITIONS

1. The tenders are required to quote a uniform percentage rate above or below or at par

of USSR-2010 for all the items included in the Sch- A, B,C,D,E & F both in figures and in words. If there is variation between the rates quoted in figures and words, the

rate quoted in words will be taken as correct. Tenderer should not quote different rates for different items of the schedule. Offers with different rates are liable for rejection.

2. The quantities furnished in the schedule are approximate and the work will be carried out as directed by the Engineer-in-charge. Payment will be made for the quantities actually executed.

3. The rates quoted by the contractor will be inclusive of the cost of all the materials,

labour, tools & Plants etc., complete including transportation of the same at his own cost including loading and unloading.

4. The Railway reserves the right to reject or alter any part of the work executed by the contractor, which in the judgment of Railway does not comply with the requirements of the specifications. The decision of the Railway shall be final and conclusive for all purposes.

5. All the works executed by the tenderer/contractor covered in USSR-2010 should comply with Indian Railways Unified Specifications for Works & Materials-2010

(Vol-I & II). 6. All the works executed by the tenderer/contractor shall in accordance with Indian

Railways Works Manual-2000 and Code for the Engineering department-2012.


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7. All the works executed by the tenderer/contractor shall be followed/complied in accordance with Railway Board/RDSO/HQ guidelines/circulars/correction slips for

works & materials and Engineering standing orders issued by Principal Chief Engineer, S.C.Railway from time to time.

8. Vehicles and equipment of contractors can be drafted by Railway Administration in case

of accidents/natural calamities involving human lives. 9. If any other items of works covered by USSR 2010 of S.C. Railway are required to be

executed, the same are to be carried out with the same percentage as quoted by the contractor ( I.e.) above or below /at par of S.C. Railway, USSR 2010.

10. Conservancy cess charges will be recovered from the contractor‟s bills as per Rules in

force.

11. The Railway administration will not be responsible for the safety of contractor‟s for this work.

12. The work shall be completed within 08 months from the date of issue of acceptance

letter.

SPECIAL CONDITIONS FOR BUILDING WORKS.

1. For any other items not specially shown in the schedule of rates appended to the tender document, the Divisional Engineer will offer rates as shown for the relevant zone in the SC Rly’s printed unified Standard Schedule of Rates, 2010 subject to the same percentage adjustment accepted in the contract being applicable to the additional items.

2. The quantities shown in the tender schedule are approximate and will be operated in full or part at the discretion of the Engineer in charge. Payment will be made based on the actual items operated.

3. All items included in the tender schedule should be carried out in accordance with the Standard Specifications.

i) For materials and works up to date corrections there to of S C Railway

ii) All materials to be supplied and used by the contractor in connection with this for should have prior specific approval of the Engineer in charge and should be in accordance with the specifications for materials and works of SC Railway

iii) Details of fittings and fastenings required for wooden doors, cup-boards and ventilators, etc., should be of approved quantity and should have prior approval of the Engineer in charge and should be in accordance with the Standard Specifications for Materials and works of SC Railway.

4. The tenderers are required to study all the drawings.

i) Referred to in the tender thoroughly before quoting the rates.

ii) The Railway reserves the right to change their drawings during the execution of works and the contractor should execute the work as per the revised drawings. No extra payment nor claim will entertained on that account. Payment will be made to the contractor for the work actually done at the accepted rates of agreement.


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5. Details of ducts, chassis, etc., that may be required to be provided for wiring, etc., will be indicated during progress of the work.

6. Tenderers/Contractors will arrange to provide them in walls, floors, RCC slabs, etc., wherever necessary as directed by the engineer in charge without any extra claim any pipes, conducts or hooks, required for electrical shall be placed by the tenderer/contractor at any position indicated without any extra claim. The pipe conducts hooks, etc., bends to the required slopes will be supplied by the Railway at the site of work.

7. The contractor is required to safe guard the steel issued to him and to use the same on the work in accordance with actual requirement as approved by the Engineer as may be indicated in the relevant drawings or specification. Short lengths of rods should also be utilized to the extent possible by over lapping the joints.

i) Materials supplied by the Railway on its own cost, left over on completion of the work will be the property of the Railway and should be returned to the depot / godown as directed by the Engineer-in-charge. In case, it is noticed that on completion or termination of work, the consumption of the materials had been found to be in excess of the quantities laid down and the contractor is unable to account fully, the materials issued either due to neglect in safe custody or to any other reasons, covered at twice the issue rates. The issue rate should be the rate of prevailing at the time of last issue of the materials concerned. While computing the quantities, the wastage will be allowed in accordance with the previsions stipulated there for in the conditions of the contract.

8. All works should be maintained after completion for a period of six months for Engineering works and the contractor should make good any defects, imperfection of faults, poor wood work etc., at his own cost, during the maintenance period and defects like cracks, wards should be made good by the contractor at his own cost inclusive of effected masonry work etc., while rectifying wood work.

9. Electrical energy that may be required for operating the plant, will be supplied by the Railway wherever feasible at the discretion of the Railway on payment of the charges as required by the Electrical department. The contractor will have to make his own arrangements for taking the connection from the nearest Railway electrical source of supply.

10. The cement supplied should conform to I.S. specification 8112 for 43 Grade or I.S. Specification 12269 for 53 Grade before executing the work, the agency should submit a test certificate for Standard Properties as well as indicating the source of supply and brand of the cement.

ANNEXURE-‘A’

SPECIFICATIONS OF CONTROLLED CONCRETE:

1. The agency shall indicate the source of supply of materials viz., course aggregate, fine aggregate,

steel, ordinary Portland cement and cement conforming to IS applicable at the time of submitting

the tender document to the Railways. All the materials shall conform to relevant standard

specifications.

2. The TOR steel is purchased from TISCO, IISCO, SAIL, Vizag steel plant or any other source

approved by the Engineer-in-charge. The steel shall not be re-rolled variety. The agency shall

produce necessary vouchers in original in support of the purchase of steel and cement from the

suppliers along with certificates to relevant standards from the manufacturers before the

commencement of work.


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3. The agency shall submit samples of course/fine aggregate along with necessary cement, required

for mix design. The Engineer-in-charge at site shall forward the samples to a reputed concrete

laboratory for carrying out mix design duly specifying the various parameters as per IRS bridge

code, provision and correction slips and Engg. Standard order No: 11/2000 and RDSO‟s A&C

slip no. 8, dt. 15/22-02-2006 The following parameters shall be specified for the mix design by

the Engineer-in-charge.

a) Grade of concrete required as per IRS bridge code.

b) Type of cement sent for mix design.

c) Minimum and maximum cement content prescribed as per the environment condition

prescribed in the IRS concrete bridge code 1997. Corrections slip No: 8 dt. 15/22-02-2006.

The environment condition to be decided as per Engg. Standing order No: 11 dt: 23-10-

2000/7-11-2000

d) Maximum water cement ratio to be adopted as per environmental condition. The agency

shall arrange for mix design at their own cost including movement of materials to

laboratory. During the execution of work if there is any change in the materials forming

concrete, mix design shall be carried out again and work to be carried out accordingly.

The following are extracts of IRS concrete bridge code 1997, Correction slip No: 8 dt. 15/22-02-

2006

Amend the following clauses as follows.

i) Clause 5.1.1: Table 2 is revised as under.

Table 2: Grades of Concrete (Clause 5.1)

Grade

designation

Specified characteristic

compressive strength at

28 days (N/mm2)

M10 10

M15 15

M20 20

M25 25

M30 30

M35 35

M40 40

M45 45

M50 50

M55 55

M60 60


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ii) Clause No.5.2.2.1: Table is revised as under.

Grade of

concrete

(N/mm2)

Modulus of Elasticity

(KN/mm2)

M10 18

M15 22

M20 25

M25 26

M30 28

M40 31

M50 34

M60 36

iii) Clause No. 5.3.1:

Following note to be added below table given for workability of concrete.

Suitable plasticizers/admixtures may be used to achieve workability of the order of 150-

200mm.Plasticizers/admixtures should confirm to clause 4.4.

iv) Clause No.5.4.1:

The word “low water cement ratio” appearing in fourth sentence should be replaced by “adequate

water cement ratio.”

v) Clause No.5.4.3:

The Table 4(a) is revised as under:

TABLE 4(a) : Maximum water cement ratio: (Clause No.5.4.3:)

Environment

Maximum water cement ratio.

Plain

cement(PCC) Reinforced concrete (RCC)

Prestressed concrete

(PSC)

Mild 0. 55 0. 50 0.45

0. 50 0. 50 0. 40

Severe 0. 50 0. 45 0. 40

0. 50 0. 45 0. 35

Extreme 0. 45 0. 40 0.35

[ vi) Clause 5.4.4 The Table 4(b) is revised as under: TABLE 4(b): Minimum grade of concrete: (Clause 5.4.4)

Environment Plain concrete (PCC) Reinforced concrete

(RCC)


(PSC)

Mild M- 10 M- 15 M- 35

Moderate M- 10 M- 20 M- 35

Severe M- 15 M- 20 M- 45

Very severe M- 15 M- 25 M- 50

Extreme M- 20 M- 30 M- 50


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The concrete of grades M-10, M-15 & M-20 are normally used in mass concrete work and usually

mixed by volumetric batching also. The mix for this work would be

M-10 1:3:6

M-15 - 1:2:4

M-20 - 1:1.5:3 vii) Clause 5.4.5 Table 4 (c) is revised as under

TABLE : 4 ( c ) :Minimum cementitious material content: (Clause 5.4.5)

Environment

Minimum cementitious material content in Kg/cum

Plain concrete

(PCC)

Reinforced concrete

(RCC)


(PSC)

Mild 210 300 350

Moderate 250 300 400

Severe 250 350 430

Environment

Minimum cementitious material content in Kg/cum

Plain concrete

(PCC)

Reinforced concrete

(RCC)


(PSC)

Very severe 300 400 440

Extreme 300 400 440

Max. Cementitious material content shall be limited to 500 kg/cum vide No. 5.4. 5.

Note: For under water concrete 10 % extra cement should be added over and above the normal

cement content of the concrete mix specified above.

viii) Clause 5.4.7

This clause is deleted along with its sub-clauses

ix) Clause 7.1.3.4

Replace this clause by clause as under:

Sufficient spacers shall be provided as shall in the opinion of the Engineer be necessary to

maintain specified concrete cover to the reinforcement and preventing displacement before and

during the placement of the concrete. Spacers should be of such material and designs as will be

durable, will not lead to the corrosion of the reinforcement and will not cause spalling of the

concrete cover. Spacer block made from cement, sand and small aggregate should match the mix

proportions of the concrete as far as is practicable with a view to being comparable in strength,

durability and appearance. The use of the pieces of wood, tile or porous material will not be

allowed for this purpose.

x) Clause 7.1.3.5

This clause is deleted

xi) Clause 7.1.5 is replaced as below

Protective coatings: in order to offer adequate resistance against corrosion, reinforcement bars

may be provided with suitable protective coatings depending upon the environment conditions. In

aggressive environments (Severe, Very severe and extreme) application of cement slurry coatings

after removal of rust and other loose materials from the surface of the reinforcement bar will

generally be sufficient. However, specialist literature may be referred to in extreme exposure

condition.


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xii) Clause 15.9.2.3:

This clause is deleted. [ Clause No. 15.9.2.4 and 15.9.2.5 should be read as 15.9.2.3 and 15.9.2.4 respectively.

4. The following are the extracts of Engg. Standing order No: 11 issued by S.C.Railway dt. 23-10-

2000/7-11-2000.

i). Moderate: - All the bridges situated in area which are not exposed to severe rain or witch

are continuously under water of where concrete is in contact with non aggressive soil/ground water

will fall under this category. All sections of this Railway which are not listed under severe category

below are classified under moderate category.

ii) Severe:- Structures which are situated in area which are exposed to severe rain,

alternate wetting and drying or occasional freezing or severe condensation and also in locations where

the concrete is exposed to aggressive sub soil ground water or situated in coastal environment.

The following sections of this railway have been identified to be classified under severe category.

a) Londa - Vasco-da-gama ---- Hubli Division

b) Gudur –Visakhapatnam

c) Gudur-Machilipatnam. ---- Vijayawada Division

d) Bhimavaram-Narsapur

e) Samalkot- Kakinada

i) Industrial areas as decided by the concerned Divisional Engineers, where corrosive action is severe.

ii) Very severe and extreme:- Classification of particular bridge in these categories of environment will

depend on case basis as per the actual physical location and as decided by the Chief Bridge Engineer or

concerned Chief Engineer/ construction.

All the requirements specified in the correction slip No:1 for the above categories should be strictly

followed in accordance with the correction slip.

5. The agency shall keep minimum two Nos. of concrete pin vibrators of 25/40mm size in good working

order during concrete operation. At no point of time, vibration of concrete should suffer for want of

power or for any other mechanical problem any such concreting without proper compaction will be

rejected and the agency shall redo the work at their own cost.

6. The contractor should prepare at his own cost standard cubes of concrete at suitable intervals, during

concreting operations under the supervision of the Engineer or his representative and submit the same to

the Railway for testing. The testing will be arranged by the Railway at the contractors own cost

including freight charges for transporting the test cubes to the testing laboratory.

7. Protective coatings: In order to offer adequate resistance against corrosion reinforcement bars shall be

provided with suitable protective coating for bridges depending upon the environment conditions. The

recommended TABLE (d) : Protective coatings:

Aggressive Environment

(severe)

Severe, very severe and (Extreme) Non aggressive environment

(Mild and Moderate)

Important and Major bridges Minor bridges and structures All structures

Cement polymer composite

coating (or) Fusion bonded

Epoxy coating.

Cement polymer composite coating

(or) Indicated cement slurry coating.

Truncatevinlubited cement

slurry coating.

Note: The binding wire should also be coated and no GI binding wire without coating will not be permitted.


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SPECIAL CONDITIONS OF CONTRACT

1. The rates include all lead and if the materials obtained by rail all freight charges including

loading charges.

2. Sales tax, Royalties and Octroi duties, if any, that may be payable under Provincial

Government Sales Tax Act or Local Bodies Act or rules on any of the material that may be

used or supplied by the contractor will be payable by the contractor. The Railway will neither

pay the taxes or duties nor be bound to compensate the contractor for any amounts paid by him

by way of these taxes or duties.

Sales Tax at 4% on the materials portion of the contract will be deducted from each on account

bill where identifiable. Where the labour and material portion is not clearly identifiable, the

labour element shall be taken as 30%. On the balance 70% of the value of the work, 4% shall

be deducted pro-rata from each “on account bill” towards Sales tax.

Seigniorage charges recoverable from bills:- Seigniorage charges for supply of earth, mooram, sand and other minerals as fixed by the State

Government and payable to them as revised from time to time during the currency of contract

will be recovered by Railway from the contractors “on account” and “final bills” and remitted

to the state government. The rates quoted by the Tenderer shall be inclusive of these charges.

Claims regarding revision of seigniorage charges and consequent enhancement of the accepted

rate will not be entertained. However, no seigniorage charges / fee shall be recovered from the

bills of the contractor, if the contractor produces documentary evidence e.g. “Transit Passes”

issued by State Govt. Officials in token of having paid seigniorage fee. In such cases, the

genuineness of such documentary evidence produced along with proof of payment of

seigniorage charges, shall be got verified by the Railway from the concerned Mining and

Geology Dept

3. WATER:- A charge of One percent will be made by the Railway for the supply by the

Railway of piped water from existing pipe lines and calculated on the amount of all items of

work (USSR/NS items) appearing in the bills payable to the contractor in respect of which

work such water has been issued to the Contractor and such charges should be deducted from

sums due or payable by the Railway to the Contractor from time to time.

4. In the event of water having to be brought by the Railway to the site of the work in traveling

tanks, the actual freight at Public Tariff rate and all other charges incurred therein including any

demurrage that may be levied shall be payable by the Contractor and deducted from sums due

or payable by the Railways to the Contractor from time to time.

In addition to the charges of one percent referred to above, if additional pipe lines to

those already existing are called for by the contractor, the cost of the same and all charges

incurred by the Railway in their laying including supervision charges will be paid by the

contractor or the contractor provides and lay his own piping at the discretion of Divisional

Engineer.

5. The Railway does not guarantee work under each items of the Master Schedule. For example if

a gate-lodge or gang huts are to be built between stations and the work order issued to the

sectional contractors additional payment on account of lead or freight charges for the materials

that may have to be brought by rail or by road, will not be admissible.

6. If there arises any discrepancy between the printed Unified Standard Schedule of Rates 2010 as

amended by addendum and corrigendum slips issued from time to time upto date and the

schedule attached to the Tender pertaining to this work, the former shall be treated as

authentative and binding in all purposes.

7. Rubble masonry shall be first sum of Railways Specification No 503 according to South

Central Railway Specification for materials and works. Contractors attention is particularly

invited to dressing of stone as laid down in the Railway‟s specification.

8. The Special conditions supplemented to the conditions of Tender and contracts the General

conditions of contract and the notes appearing under the relevant chapter and sub chapters of

the Unified Standard Schedule of Rates 2010 should be considered as part of the contract

papers where the provisions of these conditions are at variance with General Conditions of

Contract these special conditions shall prevail.



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. Performance Guarantee (P.G.):-

a. The successful bidder shall have to submit a Performance Guarantee (PG) within 30

(thirty) days from the date of issue of Letter of Acceptance (excluding the date of LOA

Ref: CE/Works/SC Lr.W.148/P/GCC/Vil.II, dt.30.05.2014). Extension of time for

submission of PG beyond 30 (thirty) days and upto 60 days from the date of issue of

LOA may be given by the Authority who is competent to sign the contract agreement.

However, a penal interest of 15% per annum shall be charged for the delay beyond 30

(thirty) days, i.e., from 31st day after the date of issue of LOA (excluding the date of

LOA). In case the contractor fails to submit the requisite PG even after 60 days from

the date of issue of LOA, the contract shall be terminated duly forfeiting EMD and

other dues, if any payable against that contract. The failed contractor shall be debarred

from participating in re-tender for that work.

b. The successful bidder shall submit a Performance Guarantee (PG) in any of the

following forms, amounting to 5% of the contract value:-

(i) A deposit of Cash,

(ii) Irrevocable Bank Guarantee,

(iii) Government Securities including State Loan Bonds at 5 percent below the

market value

(iv) Deposit receipts, Pay orders, Demand Drafts and Guarantee Bonds. These

forms of Performance Guarantee could be either of the State Bank of India or

of any of the Nationalized Banks;

(v) Guarantee Bonds executed or Deposits Receipts tendered by all Scheduled

Banks;

(vi) A Deposit in the Post Office Saving Bank;

(vii) A Deposit in the National Savings Certificates;

(viii) Twelve years National Defence Certificates;

(ix) Ten years Defence Deposits;

(x) National Defence Bonds; and

(xi) Unit Trust Certificates at 5 percent below market value or at the face value

whichever is less.

Also FDR in favour of Senior Divisional Finance Manager, S. C. Railway, Vijayawada

(free from any encumbrance) may be accepted.

1. The Performance Guarantee shall be submitted by the successful bidder after the Letter

Of Acceptance (LOA) has been issued, but before signing of the contract agreement.

This P.G. shall be initially valid up to the stipulated date of completion plus 60 days

beyond that. In case, the time for completion of work gets extended, the contractor

shall get the validity of P.G. extended to cover such extended time for completion of

work plus 60 days.

1.0 The value of PG to be submitted by the contractor will not change for variation upto

25% (either increase or decrease). In case during the course of execution, value of the

contract increases by more than 25% of the original contract value, an additional

Performance Guarantee amounting to 5%(five percent) for the excess value over the

original contract value should be deposited by the Contractor.

1.1 The Performance Guarantee (PG) shall be released after physical completion of the

work based on the „Completion Certificate‟ issued by the competent authority stating

that the contractor has completed the work in all respects satisfactorily. The security

deposit, however, shall be released only after the expiry of the maintenance period

and after passing the final bill based on „No Claim Certificate’ from the contractor.

1.2 Whenever the contract is rescinded, the security deposit shall be forfeited and the

Performance Guarantee shall be encashed. The balance work shall be got done

independently without risk and cost of the failed contractor. The failed contractor

shall be debarred from participating in the tender for executing the balance work. If

the failed contractor is a JV or a partnership firm, then every member/ partner of such

a firm shall be debarred from participating in the tender for the balance work either in

his / her individual capacity or as a partner of any other JV / partnership firm.



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1.3 The Engineer shall not make a claim under the Performance Guarantee except for

amounts to which the President of India is entitled under the contract (not

withstanding and / or without prejudice to any other provisions in the contract

agreement) and this shall be in the event of:

i) Failure of the contractor to extend the validity of the Performance Guarantee as

described herein above, in which event the Engineer may claim the full amount

of the Performance Guarantee.

ii) Failure of the contractor to pay President of India any amount due, either as

agreed by the contractor or determined under any of the Clauses / Conditions of

the agreement, within 30 days of the service of notice to this effect by Engineer.

iii) The contract being determined or rescinded under provision of the GCC the

Performance Guarantee shall be forfeited in full and shall be absolutely at the

disposal of the President of India

10. Security Deposit:-

The scale of Security Deposit that is to be recovered from the contractor shall be as follows.

i) Security Deposit should be 5% of the contract value.

ii) The rate of recovery will be at the rate of 10% of the bill amount till the

full Security Deposit is recovered.

iii) Security Deposit will be recovered only from the running bills of the contract and no

other mode of collecting SD such as SD in the form of instruments like Bank

Guarantee, Fixed Deposit Receipt etc., shall be accepted towards Security deposit.

iv) Conversion of Security Deposit into FDR after recovery of full stipulated SD

(FA& CAO/SC letter No.AFX/EMD/Policy/ Vol.I dt.26.8.2010 circulated vide

PCE/SC lr. No.W.148/ SCRCA dt.30.9..2010):- If the contractor so desires, the cash

deposits in the form of security deposit may be allowed to be converted into FDRs

(in favour of respective Accounts Officers and on account of contractor), after full

recovery, at the discretion of the Railway, duly collecting necessary charges of

conversion by the Railway Administration.

The security deposit shall be released only after the expiry of the maintenance period and

after passing the final bill based on „No Claim Certificate‟.

After the work is physically completed, security deposit recovered from the running bills of a

contractor can be returned to him if he so desires, in lieu of FDR/irrevocable bank guarantee

for equivalent amount to be submitted by him.

In case of contracts of value Rs.50 crores and above, irrevocable bank guarantee can also be

accepted as a mode of obtaining security deposit.

11. REVISED COMPREHENSIVE CLAUSE 46A OF GCC– PRICE VARIATION

CLAUSE: As per Railway Board Letter No.2007/CE-CT/18/Pt.19 dt.14.12.2012-Price

Variation Clause shall be applicable only for contracts of value (contract agreement

value) Rs.50 lakh and more, irrespective of the contract completion period and

Addendum & Corrigendum Slip (ACS) No.6 to GCC, July 2013; Amendment to Clause

46A.7 (a sub-clause of PVC) to GCC, communicated vide PCE/SC Lr.No.W.148/P/

G.C.C./Vol.II dt.05.06.2014. Amendment to Clause 46A1 (ACS No.2 to GCC, July-2014),

communicated vide PCE/SC Lr.No.W.148/P/G.C.C./Vol.II dt.12.12.2014.

Clause 46A-Price Variation clause:

46A.1. Price Variation clause shall be applicable only for contracts of value as prescribed

by the Ministry of Railways through instructions/circulars issued from time to time

and irrespective of the contract completion period. Variation in quantities shall not

be taken into account for applicability of PVC in the contract. Materials supplied

free of cost by Railway to the contractors shall fall outside the purview of Price

Variation clause. If, in any case, accepted offer includes some specific payment to

be made to consultants or some materials supplied by Railway free or at fixed rate,

such payments shall be excluded from the gross value of the work for the purpose

of payment/recovery of price variation.



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Applicability of PVC based on original contract value is illustrated as under: “If estimated value of tender (NIT value) is Rs.55 lakhs; but value of the contract

as per contract agreement is Rs.45 laksh, then PVC shall not apply, even if the

actual final value is Rs.50 laksh or more due to variation in quantities during

execution of the contract. Thus, variation in quantities after signing of contract

agreement is not relevant for deciding whether PVC is applicable to a contract or

not”.

46A.2. The Base Month for „Price Variation clause‟ shall be taken as month of opening of

tender including extensions. If any, unless otherwise stated elsewhere. The quarter for

applicability of PVC shall commence from the month following the month of opening

of tender. The Price Variation shall be based on the average Price Index of the quarter

under consideration.

46A.3. Rates accepted by Railway Administration shall hold good till completion of work

and no additional individual claim shall be admissible on account of fluctuations

in market rates, increase in taxes/any other levies/tolls etc., except that

payment/recovery for overall market situation shall be made as per Price Variation

Clause given hereunder.

46A.4. Adjustment for variation in prices of material, labour, fuel, explosives detonators,

steel, concreting, ferrous, non-ferrous, insulators, zinc and cement shall be

determined in the manner prescribed.

46A.5. Components of various items in a contract on which variation in prices be

admissible , shall be Material, Labour, Fuel, Explosives, Detonators, Steel,

Cement, concreting, Ferrous, Non-ferrous, Insulator, Zinc, erection etc., However,

for fixed components, no price variation shall be admissible.

46A.6. The percentages of labour component, material component, fuel component etc.,

in various types of Engineering Works shall be as under:

Component Percentage Component Percentage

A) Earthwork contracts:

Labour

component

50% Other material

components

15%

Fuel

component

20% Fixed

component*

15%

B) Ballast and Quarry Products contracts

Labour

component

55% Other material

components

15%

Fuel

component

15% Fixed

component*

15%

C) Tunnelling Contracts

Labour

component

45% Detonators

component

5%

Fuel

component

15% Other material

components

5%

Explosive

component

15% Fixed

component*

15%

D) Other Works Contracts

Labour

component

30% Fuel component 15%

Material

component

40% Fixed

component*

15%

*it shall not be considered for any price variation.



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46A.7. The Amount of variation in prices in several components (labour material etc., )

shall be worked out by the following formulae:

i) L= W x (LQ-LB) x LC

LB 100

ii) M = W x (MQ-MB) x MC

MB 100

iii) F = W x (FQ-FB) x FC

FB 100

iv) E = W x (EQ-EB) x EC

EB 100

v) D = W x (DQ-DB) x DC

DB 100

vi) S = SW x (SQ-SB)

vii) C = CV x (CQ-CB)/CB

For Railway Electrification works:

viii) T = {(CS – CO) /CO X 0.4136} X Tc

ix) R = { (RT – RO) / RO + ( ZT - ZO ) / ZO x 0.06 } x Rc

x) N = { (PT – PO ) / PO } x Nc

xi) Z = { ( ZT – ZO ) / ZO } x Zc

xii) I = { ( IT – IO ) / IT } x 85 Where

L Amount of price variation in labour

M Amount of price variation in Materials

F Amount of price variation in fuel

E Amount of price variation in Explosives

D Amount of price variation in Detonators

S Amount of price variation in Steel

C Amount of price variation in Cement

T Amount of price variation in Concreting

R Amount of price variation in Ferrous Items

N Amount of price variation in Non-Ferrous Items

Z Amount of price variation in Zinc

I Amount of price variation in Insulator

LC % of Labour component

MC % of Material component

FC % of Fuel component

EC % of Explosive component

DC % of Detonators component

Tc % of Concreting Component

Rc % of Ferrous Component

Nc % of Non-Ferrous Component

Zc % of Zinc Component

W Gross value of work done by contractor as per on-account bill(s), excluding cost of

materials supplied by Railway at fixed price, minus the price values of cement and

steel. This will also exclude specific payment, if any, to be made to the consultants

engaged by contractors (such payment shall be indicated in the contractor‟s offer)

LB

Consumer Price Index Number for Industrial Workers- All India- Published in RBI

Bulletin for the base period.

LQ Consumer Price Index Number for Industrial Workers- All India-Published in RBI

Bulletin for the average price index of the 3 months of the quarter under consideration.

MB Index Number of Wholesale Prices- By Groups and sub-Groups-All commodities- as

published in the RBI Bulletin for the base period.



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MQ Index Number of Wholesale Prices- By Groups and Sub-groups-All commodities- as

published in the RBI Bulletin for the average Price index of the 3 months of the quarter


FB Index Number of Wholesale Prices- By Groups and sub-Groups for Fuel and Power as

published in the RBI Bulletin for the base period.

FQ Index Number of Wholesale Prices- By groups and sub-groups for Fuel and Power as

published in the RBI Bulletin for the average price index of the 3 months of the quarter


EB Cost of explosives as fixed by DGS&D in the relevant rate contract of the firm from

whom purchases of explosives are made by the contractor for the base period.

EQ Cost of explosives as fixed by DGS&D in the relevant rate contract of the firm from

whom purchases of explosives are made by the contractor for the average price index

of the 3 months of the quarter under consideration

DB Cost of detonators as fixed by DGS&D in the relevant rate contract of the firm from

whom purchases of detonators are made by the contractor for the base period.

DQ Cost of detonators as fixed by DGS&D in the relevant rate contract of the firm from

whom purchases of detonators are made by the contractor for the average price index

of the 3 months of the quarter under consideration.

SW Weight of steel in tonne supplied by the contractor as per the „on-account‟ bill for the

month under consideration

SQ SAILs (Steel Authority of India Limited) ex-works price plus Excise Duty thereof (In

rupees per tone) for the relevant category of steel supplied by the contractor as

prevailing on the first day of the month in which the steel was purchased by the

contractor (or) as prevailing on the first day of the month in which steel was brought to

the site by the contractor whichever is lower.

SB SAILs ex-works price plus Excise Duty thereof ( in Rs. Per tonne) for the relevant

category of steel supplied by the contractor as prevailing on the first day of the month

in which the tender was opened.

CV Value of cement supplied by contractor as per „on account‟ bill in the quarter under

consideration.

CB Index no. of Wholesale Price of sub-group (of Cement & Lime) as published in RBI

Bulletin for the base period.

CQ Index no. of Wholesale Price of sub-group (of Cement & Lime) as published in RBI

Bulletin for the average price index of the 3 months of the quarter under consideration.

Cs RBI Wholesale Price index for cement and lime for the month which is six months

prior to date of casting of foundation.

Co RBI Wholesale Price index for cement and lime for the month which is one month

prior to date of opening of tender.

RT IEEMA Price index for Iron & Steel for the month which is two months prior to date

of inspection of material.

Ro IEEMA Price index for Iron & Steel for the month which is one month prior to date of

opening of tender.

PT IEEMA Price for Copper wire bar for the month which is two months prior to date of

inspection of material.

Po IEEMA Price for Copper wire bar for the month which is one month prior to date of

opening of tender.

ZT IEEMA Price for Zinc for the month which is two months prior to date of inspection of

material.

Zo IEEMA Price for Zinc for the month which is one month prior to date of opening of

tender.

IT RBI Wholesale Price index for structural clay products for the month which is two

months prior to date of inspection of material.

Io RBI Wholesale Price index for structural clay products for the month which is one

month prior to date of opening of tender.



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46A,

8.

The demands for escalation of cost shall be allowed on the basis of provisional

indices made available by Reserve Bank of India. Any adjustment needed to be done

based on the finally published indices shall be made as and when they became

available.

46A.

9.

Relevant categories of steel for the purpose of operating Price Variation formula, as

mentioned in this clause, based on Sails Ex-Works Price Plus Excise Duty thereof,

shall be as under:

Sl.

No.

Category of Steel supplied in Railway

work

Category of Steel produced by SAIL Whose Ex-

works Price Plus Excise Duty would be adopted

to determine Price Variation.

1. Reinforcement bars and other rounds TMT 8mm IS 1786 Fe 415/Fe 500

2. All types and sizes of angles Angle 65x65x6mm IS 2062 E250A SK

3. All types and sizes of plates PM plates above 10-20mm IS 2062 E250A SK

4. All Types and sizes of channels and joists Channels 200x75mm IS 2062 E250A SK

5. Any other section of steel not covered in

the above categories and excluding HTS

Average of price for the 3 categories covered

under SL 1, 2, & 3 above.

46A.10 Price variation During Extended Period of contract.

The price adjustment as worked out above, ie., either increase or decrease shall be applicable up to

the stipulated date of completion of work including the extended period of completion where such

extension has been granted under Clause 17-1 Of the General Conditions of Contract. However,

where extension of time has been granted due to contractors failure under Clause-17B of the

General conditions of Contract, price adjustments shall be done as follows:

a) In case the indices increase above the indices applicable to the last month of original

completion period or the extended period under clause 17-A, the price adjustment for the

period of extension granted under Clause 17-B shall be limited to the amount payable as per the

Indices applicable to the last month of the original completion period or the extended period

under clause 17-A of the General conditions of contract; as the case may be.

b) In case the indices fall below the indices applicable to the last month of original/extended

period of completion under clause 17-A, as the case may be; then the lower indices shall be

adopted for the price adjustment for the period of extension under clause 17-B of the General

Conditions of Contract.

12. DEDUCTION OF INCOME TAX AT SOURCE

In terms of new Section 194-C inserted by the Finance Act 1972 , in the income tax Act 1961

the Railway shall at the time of arranging payments to the contractor and/or sub contractor(in

the case of sub contractor only when the Railway is responsible for payment of consideration

to him under the contract) for carrying out any work (including supply of labour for carrying

out any work) under the contract be entitled to deduct income tax at source on Income

comprised in the sum of such payments.

The deduction towards income tax to be made at source from the payments due to non-

residents shall continue to be governed by Section 195 of the Income Tax Act 1961.

No Income Tax will be deducted by the Railway on payments made for supply of materials

where such value of supply portion is distinct and ascertainable such as supply of Timber, tiles,

bricks, ballast including track/ballast etc. The deductions towards Income Tax to be made at

source from the payment due to non/residents shall continue to be governed by Section 195 of

the Income Tax Act 1961.



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13. LIABILITY OF CONTRACTOR(S) - ANY DAMAGE SUSTAINED BY

RAILWAYS DURING ACCIDENTS ETC., CAUSED DUE TO

CONTRACTOR(S) FAILURES, FAULT OR NEGLIGENCE. Railway will post an Engineer-in-charge who may be SSE/SE/JE or Supervisor of any grade at

site for Technical Supervision of the work. This Engineer-in-charge will be responsible for

safety of the traffic. The work shall be executed by the contractor in a workman like manner to

the satisfaction of the Engineer-in-charge. The Contractor and his labour shall be guided by the

instructions of the Engineer-in-Charge. In the event of any accident occurring at the work site

and it is established during the departmental enquiry by the Railway or by Statutory enquiry of

CRS, that the accident occurred wholly or partly due to any act tantamounting to negligence on

the part of the contractor or his labour in not adhering to the instructions of the engineer-in-

charge, the contractor shall render himself liable for damages and also legal prosecution if loss

of life is involved.

14. Implementation of – the Building and other construction Workers (RECS) Act, 1996

and the Building and other Construction Workers Welfare Cess Act, 1996 in Railway

Contracts. “The Tenderer for carrying out any construction work in Andhra Pradesh (name of State) must

get themselves registered from the Registering Officer under Section-7 of the Building and

other Construction Workers Act, 1996 and rules made thereto by the Andhra Pradesh (name of

State)Government and submit certificate of registration issued from the Registering Officer of

the Andhra Pradesh(name of the State) Government (Labour Department). For enactment of

this act, the Tenderer shall be required to pay cess @ 1% of cost of construction work to be

deducted from each bill, Cost of material shall be outside the purview of cess, when supplied

under a separate schedule item.”

WORKS CONTRACT CLAUSE-13

1. In case cement, Steel, AC sheet with or without accessories, GI sheets with or without

accessories, glasses or any other materials/items are issued to the contractor(s) either free of

cost or on cost to be recovered for use on the work as stipulated in the agreement the supply

thereof shall be made in stages depending on the progress of the work, limited to the quantity

/quantities computed by the Railway, according to the prescribed specification and approved

drawings as per agreement.

The materials supplied should conform to Railway‟s Specification in all respects should be

in accordance with approved sample.

All such materials supplied to the contractor(s) for the work either free of charge or on

payment as the case may be will be issued to contractor(s) at the Railway depot/godown/goods

shed and will have to be transported by the contractor to the site of work at his cost. All such

materials shall be used by the Contractor for the work in such quantities as are indicated in the

schedule or in the relevant specifications or drawings or as approved by the Engineer, whose

decision thereon shall be final. Wastage or damages of such materials in any manner shall be

totally avoided. The contractor(s) shall be liable to the accountal for all such materials issued

by Railway either free of cost or on payment excluding the permissible wastage which incase

of steel materials should not in any case exceed 1% of the total quantity required for the work

as per the approved drawings. No wastage under other items is permissible. Short lengths of

rods should also be utilized to the extent possible by overlapping joints.



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The Cement, Steel, A.C.Sheets with or without accessories, G.I sheets with or without

accessories glasses or any other materials issued in excess of the requirement(s) as above, shall

be returned in perfectly good condition by the contractor(s) to the Railway at the Railway

depot/Godown/Goods shed at________immediately after completion or termination of the

contract. If the contractor fails to return the said materials then the cost of such materials issued

in excess of the requirement as computed by Railway according to the specification and

approved drawings will be recovered from the contractor(s) at twice the prevailing procurement

cost at the time of last issue viz., 2 x (purchases price +5% freight only). This will be without

prejudice to the right of Railway to take action against the contractors under the condition of

the contract for not doing/completing the work according to the prescribed specification and

approved drawings. If it is discovered that the quantity of cement, steel or any other material

used is less than the quantity computed by the Railway, according to specifications and

approved drawings the cost of materials not returned will be recovered at the same rates as

applicable to excess issue of materials, indicated in the preceding para.

2. It shall be the responsibility of the contractor to keep in safe custody any Railway material

plant or equipment issued for the work. The contractor shall at his own expense provide

suitable temporary shed/sheds for this purpose on the Railway land made available by the

Railway free of rent and shall remove the shed/sheds when no longer required in terms of

clause 30 of General conditions of contract.

3. If due to any reason the Railway is not in a position to make available the Railway land the

Railway Engineer-in-charge of the work may permit the contractor to erect at his own cost

shed/sheds or secure private accommodation outside the Railway premises. In such a case the

contractor may be permitted to take the Railway material required for the works outside the

railway premises and to store in the Shed so erected or private accommodation so secured. It

shall be the responsibility of the contractor to keep the railway material in safe custody and the

same should be kept entire separate from the contractors material and the Railway shall have

liberty to inspect the same from time to time.

4. The code Nos. description and rates given in the schedule are based on the printed USSR -

2010, of S.C.Railway. Any discrepancy noticed during the execution of the work, in the

working rates quantity of cement etc. should be rectified by reference to the printed schedule,

which shall be treated as authoritative and binding on the contract. The relevant notes

applicable to the respective sub chapters will apply to the items of the Tender schedule and

should be considered as having been incorporated in the contract agreement and binding on the

Contractor.

5. For any other items not specially shown in the schedule of rates appended to the tender

document, the Divisional/Executive Engineer will offer rates as shown for the_________ zone

in the South central railway printed USSR - 2010, of S.C.Railway subject to the same

percentage adjustment accepted in the contract being applicable to the additional items.

6. Railway shall not supply from its own quota to the contractors controlled or imported

commodities. Assistance will, however given by recommending to appropriate authorities.

Contractor applications for issue of import licenses and release of controlled commodities if the

Engineer is satisfied that this material is actually required by contractor for carrying out the

work and is not available in the country.

7. VARIATION OF COSTS

Price variation clause is not applicable for contract agreement value upto Rs.50 lakhs. Time is

the essence of contract

8. (a) PERIOD OF COMPLETION: The Railway expects that a resourceful and experienced

contractor should be able to complete the work in all respects within the period as

specified in the Tender Notice and in the Schedule where items of work are furnished

from the date of letter of acceptance of the Tender

(b) Extension of time of completion will be governed by clause 17 of General Conditions of

Contract. However, while granting the extension of time under clause 17(B) of GCC, a

token penalty as deemed fit based on the circumstances of the case can be imposed on

the contractor without prejudice to other rights of Railway Administration as provided

under GCC.



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9. MAINTENANCE PERIOD: The work shall be maintained after completion for a period as

specified in the Schedule where items of work are furnished by the contractor and he shall

make good any defects, imperfections, shrinkages or faults which may appear at his own cost.

10. It is HEREBY AGREED that it shall be the duty of the contractor to keep himself informed of

all corrections, and amendments of the said General conditions of contract made up to the date

of the execution of these presents and no objection shall be taken by the contractor on the

ground that he was not aware of such amendments and corrections of the said General

Conditions of Contract or to any of them.

11. VARIATION IN CONTRACT QUANTITIES:-

The procedure as detailed below shall be adopted for dealing with variations in quantities

during execution of works contracts: a) The Railway reserves the right to alter the designs and drawings. If due to change of

drawing or design or any other reasons, there be variations, either increase or decrease in

quantities, payment will be made only for the actual quantities executed at the accepted

rates. If there be sufficient cause the Railway may grant extension of the date of

completion suitably. Such circumstances shall in no way affect or vitiate the contract or

alter the character thereof, or entitle the contractor to damages or compensation thereof

except as provided for in this contract.

b) The quantities of each item of work furnished in the Schedule are approximate and are

intended for the guidance of Tenderer/Contractor. In actual execution of work there may

be some increase in the quantities specified. Such variation upto 25% shall in no degree

affect the validity of the contract and it shall be performed by the contractor as provided

therein and be subjected to the same conditions, stipulations and obligations originally

and expressly included and provided for in specifications and drawings and the amount

to be paid there for shall be calculated in accordance with accepted schedule rates.

(1) Prior Finance concurrence is necessary for varying the individual quantities

beyond 25% or where the gross agreement value exceeds 25% of the agreement

value.

(2) Individual NS items in contracts shall be operated with variations of plus or minus

25% and payment would be made as per the agreement rate. For this, no Finance

concurrence would be required.

(3) In case an increase in quantity of an individual item by more than 25% of the

agreement quantity is considered unavoidable, the same shall be got executed by

floating a fresh tender. If floating a fresh tender for operating that item is

considered not practicable, quantity of that item may be operated in excess of

125% of the agreement quantity (100% i.e. the original quantity +25% i.e. quantity

over and above the original quantity) subject to the following conditions.

a) Operation of an item by more than 125% of the agreement quantity needs

the approval of an officer of the rank not less than S.A. Grade:

i) Quantities operated in excess of 125% but upto 140% of the

agreement quantity of the concerned item, shall be paid at 98% of the

rate awarded for that item in that particular tender;

ii) Quantities operated in excess of 140% but upto 150% of the

agreement quantity of the concerned item shall be paid at 96% of the

rate awarded for that item in that particular tender;

iii) Variation in quantities of individual items beyond 150% will be

prohibited and would be permitted only in exceptional unavoidable

circumstances with the concurrence of associate finance and shall be

paid at 96% of the rate awarded for that item in that particular tender

b) The variation in quantities as per the above formula will apply only to the

Individual items of the contract and not on the overall contract value.

SignSignature of the Contractor Sr.Divisional Engineer/North


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c) Execution of quantities beyond 150% of the overall agreement value should

not be permitted and, if found necessary should be only through fresh

tenders or by negotiating with existing contractor, with prior personal

concurrence of FA&CAO/ FA&CAO(C) and approval of General Manager.

4. The limit for varying quantities for minor value items shall be 100% (as against

25% prescribed for other items). A minor value item for this purpose is defined as

an item whose original agreement value is less than 1% of the total original

agreement value.

5. No such quantity variation limit shall apply for foundation items.

6. As far as SSR/SOR items are concerned, the limit of 25% would apply to the

value of SSR/SOR schedule as a whole and not on individual SSR/SOR items.

However, in case of NS items, the limit of 25% would apply on the individual

items irrespective of the manner of quoting the rate (single percentage rate or

individual item rate).

7. For the tenders accepted at the Zonal Railways level, variations in the quantities

will be approved by the authority in whose powers revised value of the agreement

lies.

8. For tenders accepted by General Manager, variations upto 125% of the original

agreement value may be accepted by General Manager.

9. For tenders accepted by Board Members and Railway Ministers variations upto

110% of the original agreement value may be accepted by General Manager

10. The aspect of vitiation of tender with respect to variation in quantities should be

checked and avoided. In case of vitiation of the tender (both for increase as well as

decrease of value of contract agreement) sanction of the competent authority as per

single tender should be obtained.

11. In cases where decrease is involved during execution of contract:

a. The contract signing authority can decrease the items upto 25% of

individual item without finance concurrence.

b. For decrease beyond 25% for individual items or 25% of contract

agreement value, the approval of an officer not less than rank of S.A.

Grade may be taken, after obtaining „No claim certificate‟ from the

contractor and with finance concurrence giving detailed reasons for each

such decrease in the quantities.

c. It should be certified that the quantities proposed to be reduced will not be

required in the same work at a later stage

d. In the event of any reduction in the quantity to be executed for any reasons

whatsoever, the contractor shall not be entitled to any compensation but

shall be paid only for the actual amount of work done.

e. The contractor is bound to notify the Engineer at least seven days before the

necessity arises for the execution of any item in excess of 25% of the over

all value of the agreement.

12. In case the contractor fails to attend the meeting after being notified to do so or in

the event of no settlement being arrived at, the Railway shall be entitled to execute

the extra works by other means and the contractor shall have no claim for loss or

damage that result from such procedure



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12. Employment of Civil Engineering Graduates/Diploma-holders:

The contractor shall employ the following technical staff during the execution of this work.

i) One graduate engineer when the cost of the work to be executed is Rs.2 Crores and

above.

ii) One qualified diploma holder (over-seer) when the cost of the work to be executed is

more than Rs.25 lakhs but less than Rs.2 Crores. Technical staff should be available at

site whenever required by the Engineer-in-charge to take instructions. In case the

contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a

reasonable amount not exceeding a sum of Rs.40,000/- (forty thousand only) for each

month of default in case of graduate engineer and Rs.25,000/- (twenty five thousand

only) for each month of default in case of diploma holder (over-seer)

(Modification of Cl.26 and introduction of new Cl.26A to IR‟s GCC Ref: Rly. Bd.

Lr.No.2012/CE-I/CT/0/20, dt.10.05.2013.)

The decision of the Engineer-in-charge as to the period for which the required technical staff

was not employed by the contractor and as to the reasonableness of the amount to be deducted

on this account shall be final and binding on the contractor.

iii) Individuals having Diploma in Railway Engineering awarded by IPWE (India) shall also

be considered as qualified Diploma holder Engineers and contractors for track contract

works can employ such individuals at their worksite on Indian Railways.

(Ref: Rly. Bd. Lr.No.2012/CE-I/CT/0/20, dt.12.07.2013.)

Note: The above clause is not applicable for contracts for Welding of Rail joints.

13. Railway Contractors / Extension of Provident Fund Act to the Employees working under

Railway Contractors:-

The Contractor shall comply with the provisions of EPF & MP Act, 1952 and obtain code

number from the concerned authorities whenever workmen employed by him are 20 or more.

He shall also indemnify Railways from and against any claim, penalties, recoveries under the

above Act and Rules. Contractors to get the code number under the EPF so as to enable the PF

Commissioners to extend the social security benefits to the workmen engaged by the Railway

contractors. The first month‟s bill will be released only after code number is taken from the PF

Office and a copy of coverage intimation produced. Subsequently for each month, bills will be

released only on submission of challans & 12 A monthly return copy in proof of remittance of

PF dues for previous month.”

14. Conservancy charges as applicable and as modified from time to time will be recovered

from Contractor’s running bills.



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SPECIAL CONDITIONS

MODIFICATION TO CLAUSE 63 & 64 OF

GENERAL CONDITIONS OF CONTRACT

1. The Provision of Clause 63 and 64 of the General Conditions of Contract will be

applicable only for settlement of claims /disputes, for values less than or equal to

20% of the original value (excluding the cost of materials supplied free by

Railway) of the contract or 20% of the actual value of the work done (excluding the

value of the work rejected) under the contract whichever is less. When

claims/disputes are of value more than 20% of the value of the original contract or

20% of the value of the actual work done under the contract, whichever is less, the

contractor will not be entitled to seek such disputes/claims for reference to

arbitration and the provisions of Clause No; 63 &64 of the General Conditions of

Contract will not be applicable for referring the disputes to be settled through

arbitration.

2. The Contractor shall furnish his monthly statement of claims as per Clause 43(1) of

General Conditions of Contract. But the Contractor should seek reference to

arbitration to settle the disputes only once, subject to the conditions as per Para 1

.

3. The Special conditions shall prevail over the existing Clause 63 & 64 of General

Conditions of contract.



For and on behalf of President of India

are you suprised e-10... · s.no ssr no description of work qty. rate unit amount rs. 17 051026...

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