Page 1 of 51 Registered Post-Ack.- Bridges 1… · (iv) Schedule-B= (+) ... Act for 20 or more...

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DEN/Bridges/BZA Signature of Tenderer(s) BZA Divn., SCR, T.No.08/Bridges2015 invited vide Open Tender No.DRM/Works/BZA/21/2015 dt.03-11.2015, date of opening on

.07-12.2015 for the work of “SW-I: Vijayawada Division Repairs to corroded steel structural components of Foot Over Bridges/Vijayawada yard duly replacing existing damaged gang way slab and stair way steps, SW-II:Vijayawada division-Gudur-Vijayawada section–Removal of infringement

on main line duly shifting the existing Foot Over Bridge column on PF No. 1 of Bitragunta station. SW-III: Gudur - Vijayawada section –

Dismantling of existing old aged Foot Over Bridge at Gudur station..”

..”

Registered Post-Ack.-Due”

भारत सरकार / Govt. of India

रेऱ मंत्राऱय / Ministry of Railways

दक्षिण मध्य रेऱवे / South Central Railway

ववजयवाडा मंडऱ / Vijayawada Division

मंडऱ कायााऱय/Divisional Office,

काया शाखा/Works Branch,

ववजयवाडा/Vijayawada,

सं.No.बीB/डबल्य ूW.496/I/4/T.No.08/Bridges/15/T.Bridges ददनाँक/Dt.01-01-2016

To

Sri K. Bali Reddy,

Railway Contractor

Podapadu (V),

Pedakurapadu Mandalam, Guntur Dist

Sir,

ववशय /Sub:-Tender No.08/Bridges/2015 for the Work of “SW-I: Vijayawada Division

“ Repairs to corroded steel structural components of Foot Over Bridges/Vijayawada yard duly

replacing existing damaged gang way slab and stair way steps, SW-II:Vijayawada division-

Gudur-Vijayawada section–Removal of infringement on main line duly shifting the existing

Foot Over Bridge column on PF No. 1 of Bitragunta station. SW-III: Gudur - Vijayawada

section – Dismantling of existing old aged Foot Over Bridge at Gudur station.”

संदभा/Ref:- Your tender for the above work submitted on 07-12-2015

*** 1. The competent authority has accepted your Tender for the above work for a total value of Rs 43,91,937/-

(Rupees Forty three lakhs, ninety one thousand, nine hundred and thirty seven only) at the following rates.

Rates: (i) Schedule-A=(+) 26 % (Plus Twenty six percent only) on USSR-2010

(ii) Schedule-A-1=(+) 26% (Plus Twenty six percent only) on USSR-2010

(iii) Schedule-A-2=(+) 17% (Plus Seventeen percent only) on USSR-2010

(iv) Schedule-B= (+) 17% (Plus Seventeen percent only) on basic rates

(v) Schedule-B-1 = “At par”(At par only) on basic rates.

2. The work should be completed within 06 (Six) Months from the date of issue of letter of acceptance of tender

with a maintenance period of 06 (Six) Months.

3. The sum of ` 73,880/- submitted vide DD 169138 dt.05.12.15 issued by Corporation Bank/Patibandla, towards

E.M.D ( realized vide Sr.DC/Pay/BZA MCR No. 295539 dt. 17-12-2015) has been adjusted as part amount of

the security deposit. The balance security deposit of Rs. 1,45,717/- shall be recovered at the rate of 10% of the

bill amount till the full security deposit of Rs. 2,19,597/- 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. 2,19,597/- 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. The

agreement should be signed within fifteen days after the issue this letter and performance guarantee should also

be submitted within this time of limit before signing the agreement. 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

आपका / Yours faithfully,

Divisional Engineer/Bridges

S.C.Railway,,Vijayawada

For and on behalf of the President of India

Copy to: Sr.DFM/BZA for information.

Copy to:, ADEN/BR/South/BZA, SSE/BR/BTTR, SSE/BR/BZA-I & II, for information and necessary action

Copy to: SSE(Drg)/Bridges & OS/WA-Bridges for information and necessary action

Copy to: Asst Labour Commissioner (Ceneral), 5th floor, Central Govt Office Complex, Plot No.G-2, Industrial

Estate, Auto Nagar, Vijayawada-520007 for information.

(TC : ADEN/Track/BZA , ADFM/I/BZA & ADSTE/Tele/BZA– AA: DEN/Bridges/BZA)

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Tender No.08/Bridges/2015

Name of Work : SW-I: Vijayawada Division - Repairs to corroded steel structural components of Foot

Over Bridges/Vijayawada yard duly replacing existing damaged gang way slab and stair

way steps. SW-II: Vijayawada division -Gudur-Vijayawada section – Removal of

infringement on main line duly shifting the existing Foot Over Bridge column on PF No. 1

of Bitragunta station. SW-III: Gudur - Vijayawada section – Dismantling of existing old

aged Foot Over Bridge at Gudur station

Similar nature of work :- Not Applicable

Appx. Value : Rs.36,93,880/-

(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.)

Estimate Sanctioned No. & date Allocation Value in Rs.

SW-01- B/W.71/I/1502/Plg dt: 17-10-2014 04-340-32 22,23,433

SW-02- B/W.375/V/1290/Plg dt: 27/10/2015 23-5346-03 9,59,083/-

SW-03- B/W/375/V/1291/Plg dt: 29/10/2015 04-340-32 5,11,134

Completion Period 06 (Six) months

Maintenance Period 06 (Six) months)

Name of the

Tenderer/Contractor:- Sri K. Bali Reddy,

Railway Contractor

Podapadu (V), Pedakurapadu Mandalam, Guntur Dist

SCHEDULE 'A'

List of items of works that are covered by USSR 2010 of S.C. Railway

SlNo

SSR No. Description of work SW-1 Qty.

SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in Rs.

1 181030 Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material within 50m lead. (Extra payment for scraping, cleaning and straightening of bars to be made separately)

32.00 5.00 30.00 67.00 744.82 cum 49902

2 041010 + 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 work in buildings above plinth level upto floor two level.

26.00 9.00 0.00 35.00 2530.27 cum 88559

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SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in Rs.

3 042010 + 042013

Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform

68.00 2.00 0.00 70.00 230.70 Sqm 16149

4 092010 + 092011

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 25mm thick with 12.5mm nominal size stone aggregate

5.50 0.00 0.00 5.50 98.53 Sqm 542

5 211210 + 211214

Painting cleaned bridge plate girders including all scaffolding, shuttering and strutting along with provision of Jhoola / hanging scaffolding where required With two coats Aluminium paints in dual containers conforming to IS : 2339

765.00

300.00 0.00 1065.00 39.15 Sqm 41695

6 181020 + 181021

Demolishing plain cement concrete including disposal of material within 50m lead1:2:4 or richer mix with max. 20 mm coarse aggregate

0.00 1.00 0.00 1.00 510.54 cum 511

7 011010+ 011011

Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 5om lead and 1.5 m 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.

0.00 23.00 3.00 26.00 100.28 CUM 2607

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SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in Rs.

8 011070 Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for each work in all soils

0.00 11.50 0.00 11.50 9.70 CUM 112

9 012050 Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete

0.00 1.50 0.00 1.50 615.03 cum 923

10 031010 +

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 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size)

0.00 1.50 0.00 1.50 1865.68 CUM 2799

11 041010 +

041011

Providing and laying in position M 25 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.

0.00 9.00 0.00 9.00 2326.70 CUM 20940

12 042010 +

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.

0.00 23.00 0.00 23.00 132.50 Sqm 3048

13 092010+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

0.00 1.00 0.00 1.00 136.90 Sqm 137

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SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in Rs.

14 183030 Dismantling stone slab flooring/ dado/skirting laid in cement mortar/ lime mortar including stacking of serviceable material and disposal of unserviceable material within 50m lead

0.00 15.00 0.00 15.00 56.02 Sqm 840

15 096070 + 096072

Kota stone slab flooring of size up to 60x60cm over 20mm (average) thick base of 1:4 cement mortar (1cement: 4coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete 25mm thick

0.00 10.00 0.00 10.00 814.55 Sqm 8146

16 021070+021080

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 & Leading ballast, kankar, surkhi, lime, sand, ashes, stone- chips, pitching, stone, boulders, soling, stone, rubble stone, brickbats, shingle, dry mortar, laterite or similar materials including picking up and stacking, lead upto 50m

0.00 29.00 0.00 29.00 157.49 Cum 4567

17 021081 Additional lead for every subsequent 50m or part thereof, over 50m and upto 500m over item no. 021080

0.00 290.00 0.00 290.00 27.64 Cum 8016

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SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in Rs.

18 109230 Supply and Installation, including lifting to all heights as required, trapezoidal/ corrugated sheeting system in galvalume colour coated steel having cover width of 1000mm, 35mm crest at apitch of 250mm stiffened with 8mm deep intermittent corrugations or profiling approved by engineer-in-charge. sheet should be made from base metal having 0.52mm(±0.02mm) thickness in steel of grade 345 as per ASTM A 792M, . coated with alloy of aluminium & Zinc to grade AZ150 (min. alloy mass 150 gsm total both sides) with colour coating having complete dip tank pre-treatment process with chromate conversion (Cr +3) as main pre-treatment followed by PU primer (permaprime grade) of min. 5 micron DFT on each surface; finished with special polyester paint to grade EPG-20 of minimum 20 microns DFT on exposed surface and 5 micron in grey shade on unexposed surface. fixing shall be done with self-tapping screws meeting requirement of class-3 of AS 3566 with EPDM washers at suitable intervals as per site requirement and as directed by engineer-in-charge complete work.

0.00 17.00 0.00 17.00 543.10 Sqm 9233

19 109260 +

109261

Providing & fixing of coloured galvalume plain sheet flashings at ridges / apex junctions of roofing cladding, cover / corner / barge pieces etc. in required shape, colour duly fixed with stitching screws (with EPDM washers etc. as per site requirement - Upto 600 mm width (girth)

0.00 5.00 0.00 5.00 393.99 R.Metre 1970

20 186020 Dismantling steel work and trusses upto 10m span and 5m height in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50m lead

0.00 3000.00 120000.00

123000.00 1.19 Kg 146370

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SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in Rs.

21 186040 Extra over item 186020 & 186030 for dismantling trusses, rafters, purlins etc. of steel work for additional span length of one metre or part thereof beyond 10m

0.00 2000.00 21000.00 23000.00 0.18 Kg 4140

22 021141 Additional lead for every subsequent 50m or part thereof, over 50m and upto 500m over item no. 021140.

0.00 3.00 0.00 3.00 31.58 MT 95

23 184080 +

184081

Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50m lead of G.I Sheet

0.00 18.00 200.00 218.00 35.21 Sqm 7676

24 014010 Dressing Surface (average excavation or filling upto 15 cm) including removing vegetation in all kind of soil. Payment against this item is to be made only if it is not included in earth work item

0.00 0.00 800.00 800.00 67.50 10 sqm

5400

25 183010 Dismantling cement concrete / terrazzo flooring and/or underlayer excluding base concrete

0.00 0.00 18.00 18.00 18.37 Sqm 331

26 182010 + 182013

Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead In cement mortar

0.00 0.00 3.00 3.00 431.31 cum 1294

27 184080 + 184082

Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50m lead of Asbestos sheet

0.00 0.00 400.00 400.00 16.57 sqm 6628

28 185030 + 185032

Dismantling wood work in frames, trusses, purlins and rafters/reepers including stacking the material within 50m lead Of sectional area below 40sqcm

0.00 0.00 2.00 2.00 1075.82 cum 2152

29 186050 Extra over item 186030 & 186040 for dismantling trusses, rafters, purlins etc. of steel work for additional height of one metre or part thereof beyond 5m

0.00 0.00 5000.00 5000.00 0.18 Kg 900

30 186060 Extra for marking of structural steel work required to be re-erected

0.00 0.00 500.00 500.00 1.01 Kg 505

31 187010 + 187011

Dismantling and stacking within 50m lead, fencing posts or struts/ rails including all earth work and dismantling of concrete etc. in base ‘T” or ‘L’ iron or pipe, rail or RSJs

0.00 0.00 100.00 100.00 55.55 Each 5555

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SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in

Rs.

32 187010 + 187012

Dismantling and stacking within 50m lead, fencing posts or struts/ rails including all earth work and dismantling of concrete etc. in base R.C.C. / Stone

0.00 0.00 20.00 20.00 65.42 Each 1308

33 021150 Leading miscellaneous materials such as iron work, rails, fittings & fastenings, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams / slabs etc and all similar articles (each individual article or bundle being not more than 3.5 metres long in the longest direction) including all loading, unloading and stacking, lead over 500m and upto 10 km. Note : Lead under this item is payable when the same exceeds 500m.

0.00 0.00 97.00 97.00 108.05 MT 10481

34 021160 Leading miscellaneous materials such as iron work, rail, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams / slabs etc and all similar articles (each individual article or bundle being more than 3.5 metres long in the longest direction) including picking up and stacking, lead upto 50m.

0.00 0.00 21.00 21.00 115.11 MT 2417

35 021161 Additional lead for every subsequent 50m or part thereof, over 50m and upto 500m over item no. 021160

0.00 0.00 21.00 21.00 35.63 MT 748

36 211180 + 211183

Providing road crane of different capacity with diff. jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.40 MT capacity with 75 feet jib

0.00 0.00 10.00 10.00 23926.90 day 239269

37 051180 + 051182

Half brick masonry with bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:4 (1 Cement : 4 coarse sand)

0.00 0.00 30.00 30.00 272.84 Sqm 8185

38 051190 Extra for half Brick masonry in superstructure above plinth level upto floor two level

0.00 0.00 30.00 30.00 46.13 Sqm 1384

39 057100 + 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

0.00 0.00 3.00 3.00 -655.33 cum -1966

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SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in

Rs.

40 111020 + 112022

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

0.00 0.00 64.00 64.00 77.03 Sqm 4930

41 115010 + 115011

White washing with lime to give an even shade New work (three or more coats)

0.00 0.00 64.00 64.00 9.52 Sqm 609

42 031050 + 031051

Providing and laying in position cement concrete of M 20 grade, excluding the cost of cement and of centering and shuttering, as per direction of the Engineer in charge :All works up to Plinth level

0.00 0.00 3.00 3.00 2190.22 cum 6571

(Items Forty two only) Value of schedule-A 715678

Percentage Rate quoted

“in Figures” (+) 26 %

Percentage Rate quoted “in Words”

Plus Twenty Six percent only

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SCHEDULE 'A-I' List of items of works that are covered by USSR 2010 of S.C.Railway

SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs.

Unit Amount in Rs.

1 033060 + 033062

Supply and using cement at worksite :"OPC 53 grade"

11.500 7.000 2.000 20.500 4,600.00 Tonne 94300

(Item ONE only) Value of schedule-A-1 94,300

Percentage Rate quoted “in Figures”

(+) 26 %


Plus Twenty Six percent only

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SCHEDULE 'A-II‟ List of items of works that are covered by USSR 2010 of S.C.Railway

SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate Unit Amount in

Rs.

1 045010 +045016

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

3,850 2,900.00 0.00 6,750 50.76 Kg 342630

2 211080 Providing/ fixing/ leaving/ grouting various size HTS bolts / holding down bolts in concrete column or in other structural steel member with proper nuts, bolts, washers /plates as a complete job. Note - Cement used in grouting will be paid separately under relevant item

0.00 200.00 0.00 200 70.01 Kg 14002

(Items Two only) Value of schedule-A-II 3,56,632


(+) 17 %


Plus Seventeen percent only

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SCHEDULE B List of items of works that are not covered by USSR 2010 of S.C.Railway

SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate in Rs. Unit Amount in

Rs.

1 NS-2010-22

Supplying , farbicating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, girders, staging, racks etc., using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractor's own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stifeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge

31.50 11.00 0.50 43.00 58,390.69 MT 2510800

NOTE : 1) Work should be carried out over electrified section. 2) Work has to be executed in the running condition/ under the traffic block. The block will be

made available as per the convenience of the Railway depending on the positions of the trains. The contractor shall note that, no claims will be allowed for delay in getting traffic/power blocks 3) The rate quoted should be inclusive of contractor's nuts, washers, bolts, rivets etc.,

Payment will be made for net quantity of steel fixed in the repairs of Foot Over Bridges. 4).The steel quantity includes M.S. sheet required for shuttering of Gang way/Stair way slabs

wherever required. 5) Rate quoted shall include applying one coat of Zinc chrome primer I.S.104 and one coat of

Red oxide zinc chrome primer to I.S.2074 6) Steel procured should be from the approved firms mentioned in the special conditions 7 ) The painting should be in accordance with the specifications for painting 8) Tenderer/Contractor should note that the prefabricated and assembled sections of Foot

over Bridge/Stair way has to be erected/launched in their final position duly baricading the circulating area/plat form area. 9). Tenderer/Contractor has to make all preliminary arrangements for carryout the repair works

of Foot over bridge/stairway with all contractor’s labour, tools, plant, machinery etc 10). The contractor should note that the adjacent lines, should not be affected/ obstructed

during the erection/execution of work. Traffic on adjacent lines should also be not disturbed during repairs/ erection of FOB (other than nominated lines).

(Items One only) Value of schedule-B 25,10,800


(+) 17 %


Plus Seventeen percent only

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SCHEDULE 'B-I' List of items of works that are not covered by USSR 2010 of S.C.Railway

SlNo


SW-2 Qty.

SW-03 Qty

Total Appx Qty.

Rate Unit Amount in Rs.

1 NS 2010-17

Insertion and removal of Railway's stee cribs ( CC cribs) of nominal size 0.60x0.60x1.80 metre with railways hard wood packing for temporary arrangements/sccaffolding including handiling from and to stacks at nominated locations at site with all contractor's labour, tools plants, machinery , all lead lift etc., complte and as dirceted by the Engineer-in charges at site.

0 300 0 300 54.90 Each 16470

(Item ONE only) Value of schedule-B-1 16,470


At par


At par only

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CONDITIONS

1. The tenderers are required to quote a uniform percentage rate above or below/at par of USSR 2010 of

S.C. Railway, for the items included in the Schedule „A‟, „A-1‟& A-2‟ and „Schedule „B & B-1‟

separately both in figures and words.

2. The quantities furnished in the schedule are approximate and the work will be carried out as directed

by the Engineer-in-charge. The payment will be made for the actual quantities executed.

3. The rate quoted by the contractor will be inclusive of the cost of all the materials, labour, tools &

plant etc., complete including transportation of the same at his own cost including loading and

unloading.

4. The materials to be supplied and used by the Contractor should have specific prior approval of the

Engineer-in-charge and the work should be carried out in accordance with standard specifications

for materials and works of S.C. Railway.

5. Any work shall be executed by the contractor on running track in a workman like manner to the

satisfaction of the Engineer-in-charge. In the event of an accident occurring wholly or partly due to

any act of tantamount to the negligence on the part of the contractor or his labour, the contractor

shall render himself liable for the damages and also legal prosecution if loss of life is involved.

6. The Railway reserves the right to reject or alter any part of the work executed by the contractor

which in the judgment of Rly. does not comply with the requirements of the specification. The

decision of Railway shall be final on conclusive for all proposes.

7. 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.

8. Potable fresh water is only permitted for all concreting works and other masonry works of these

bridges.

9) General instructions to be followed for usage of cement:

a) The cement proposed to be used for all items of works should confirm to I.S specification 12269 –

1987 of 53 grade. And the agency executing should submit a test certificate for standard

properties of cement.

b) The quantity should be regulated to the actual requirement for each item of work.

c) Consumption register should be maintained by the SE/SSE In charge of the work.

d) Extracts of the consumption register should be enclosed with the bills to ensure the consumption at

par with the requirement.

e) Cement consumption register should be test checked by ADEN periodically.

10) Bar bending schedule should be enclosed along with bills confirming the steel used on the work is

at par with requirement.

11) All MS rods used shall confirm to IS 432-1982.

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

force.

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13) All rivet steel to comply with IS specification 1148/64.

14) Fabrication of steel work should comply with IRS specification B.I-2001

15) Welding should confirm to IS 9595/96 if so wherever required.

16) The primer coat Zinc chromate primer should confirm to I.S. specification 104-1962 and Zinc

chrome red oxide to specifications I.S. 2074-92.

17) The painting with aluminium should confirm to I.S 2339-63.

18). The painting should be in accordance with the specifications for painting and the paints

proposed to be used on the work should be got tested at CMT/ Lalaguda before use.

19) The steel used for bridges including FOBs shall confirm to specification No. IS.2062-2006 grade

„B‟ for plates & Grade „A‟ for rolled structural members and it is to be ensured that the steel

used for bridge works including FOB shall not be of rerolled variety and should be from stock

yards of SAIL/TISCO/IISCO/VIZAG steel or from any other ISI manufacturing units. The

necessary steel test certificate should be obtained from the SAIL/TISCO/IISCO/VIZAG firms to

the above specifications for the materials to be used for this work.

20) The joints for main structural members such as ISMB/RSJ/Angles are not permitted. The joints

to be provided if any should be according to the specifications and as per approved standard

drawings only.

21) Controlled Cement Concrete: -

1. Specifications of controlled concrete is enclosed vide Annexure „A‟

2. a) The contractor has to submit the design mix for controlled concrete items i.e., M20, M25

and M 35 grades, wherever required and the same has to be got approved by Engineer-in-

charge before starting the work.

b) The contractor has to make his own arrangements for submitting the cement concrete mix

design at his own cost, the rate quoted should include the cost of design mix, casting and

testing including all materials, leads and lifts, labour, tools, plant and machinery.

c) The contractor should prepare at his own cost, standard cubes of concrete at suitable

intervals during concreting operation under the supervision of Engineer-in-charge or his

representative and submit the same to the Railway for testing. The testing will be arranged by

the Railway at the contractor‟s own cost including freight charges for transporting the test

cubes to the testing laboratory.

d) The contractor should use hopper machine for mixing cement concrete for controlled

concrete items. e) The controlled cement concrete should comply I.S. Specifications.

22) “No Work” shall be done above or with in 2 meters from the live OHE with out a “permit-to-

work”. The draft proceedings order (Annexure-B) to be followed where OHE/TRD is in

existence.

23) Painting work should be done under the supervision of competent Bridge engineering staff

only.

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24). To carry out the painting/maintenance works on the girder bridges/Foot over bridges i.e., with

in the vicinity of OHE (less than 2 Meters distance) a memo has to be sent to TRD supervisor of

the jurisdiction by the SSE/SE/BR duly mentioning the time period required to arrange the

„permit to work‟.

25) The accepted rates should be deemed to include all taxes direct or indirect leviable under

Central, State or Local bodies Act or rules, Octori, toll taxes, tools, royalties, seignorages, cess

and similar imposts that may be prevailing from time to time.

26) Insurance for the labour working at site shall be done before commencement of the work and a

copy of the same to the submitted to SSE/Bridges concerned.

27) Safety equipment like helmet, safety belts etc., are to be supplied to the labour working at site.

28) The work should be completed with in Six months after receipt of acceptance letter.

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ANNEXURE-B.

Draft proceeding order to be followed by TRD and Engineering supervisors/ Tenderer

/Contractor with regard to maintenance works for the Bridges:

1. “No Work” shall be done above or with in 2 meters from the live OHE with out a “permit-to-

work”.

2. Use of steel measuring tapes or long metalising wires is prohibited in electrified sections.

3. Painting work should be done under the supervision of competent Bridge engineering staff only.

4. To carry out the painting/maintenance works on the girder bridges, FOBs i.e., with in the

vicinity of OHE (less than 2 Meters distance) a memo has to be sent to TRD supervisor of the

jurisdiction by the SSE/SE/BR mentioning the time period required to arrange the “Permit to

work”.

5. No Engineering (SSE/SE/BR) supervisor should allow the contractor staff or bridge staff to

carryout the works on bridges (Less than 2 meters from OHE) with out obtaining “permit-to-

work” from the authorized person of TRD Official.

6. After obtaining power-block on OHE, the TRD supervisor will then arrange two discharge rods

to OHE on either side of the Bridge work spot, and then issue permit –to-work to engineering

supervisor.

7. After completion of the work, the Engineering supervisor should give a clearance memo to TRD

supervisor and then only the two discharge rods will be removed from OHE and the OHE will be

charged.

8. Care should be taken when labour were engaged by contractor to do the painting on the girder

bridges i.e., they should be allowed to work after obtaining permit to work only.

9. While doing the painting/maintenance /Erection works beyond 2 meters distance to OHE the staff

must be counseled/watched not to come into the danger zone (i.e. below 2 meters distance to

OHE) during the course of working by SSE/SE/BR.

10. Responsible person from the SSE/SE/BR side should be available at the work spot of the Bridge

maintenance/painting works during the “power block” (permit to work) period to avoid any

untoward incidents.

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Special Conditions for dismantling of existing Foot Over Bridge at Gudur station

1. Cranes should be in proper working condition with full capacity.

2. Day for payment of crane charges will be counted from the time actual block work starts.

3. Deployment of No. of cranes on any specific day should be as per the instructions of

Engineer-in-charge. He should complete all the preliminary works required for attending

line block within the specified period as per instructions of engineer-in-charge.

4. Tenderer/Contractor has to make all preliminary arrangements to carryout the dismantling

works of Foot over bridge/stairway with all contractor‟s labour, tools, plant, machinery etc.

5. The contractor should note that the adjacent lines, should not be affected/ obstructed during

the dismantle of FOB work. Traffic on adjacent lines should also be not disturbed during

dismantling of FOB (other than nominated lines)

6. Work has to be executed in the running condition/ under the traffic block. The block will be

made available as per the convenience of the Railway depending on the positions of the

trains. The contractor shall note that, no claims will be allowed for delay in getting

traffic/power blocks.

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Steel special conditions

1. The Tenderers are required to quote a uniform percentage rate above/below/at par over the

estimated rates for the items of works included in the schedule, duly inspecting the bridge

locations and nature of works involved to carryout the repairs and feasibility of working.

2. The quantities furnished in the schedule are approximate, and the payment will be made for

actual quantities executed.

3. The M.S.Angles to be used for the wor shall confirm to I.S. 2062-2006 Grade „A‟ and M.S.

Plates to IS 2062-92 Grade‟B‟ and M.S.Rounds of approved quality and as per specifications.

4. The steel shall be from stockyards of SAIL/TISCO/IISCO/VIZAG steel (or) from any other ISI

manufacturing units rerolled quantity of steel will not be permitted to use for bridgework.

5. Necessary steel test certificate have to be produced to Engineer-in-charge before starting

fabrication.

6. The section is an Electrified track section and necessary safety precautions have to be taken

during the execution. Railway will not entertain any claims on any account.

7. The rates quoted will be inclusive of cost of materials, labour, tools, plant, machinery,

transportation consumables, lead, lift etc., complete.

8. The Contractor has to use his bolts, nuts and washers and M.S.Rivets of required size as per site

requirement in consultation with the Engineer-in-charge.

9. Welding should confirm to IS.9595/96.

10. Fabrication of steelwork shall confirm to IS specification B1-2001.

11. No wastage is permitted. The payment will be arranged for net quantity supplied and fixed at the

bridge.

12. The Tenderers are required to inspect the bridge site before quoting the rates for feasibility to

carry out the work.

13.Any work should be carried out by the contractor on running track in a workman like manner to

the satisfaction of the Engineer-in-charge. In the event of an accident occurred wholly or partly

due to any act tantamount to the negligence on the part of the contractor/his labour the contractor

shall render him self liable for the damages and also legal prosecution if loss of life is involved.

14. The paints used for the work shall confirm to the following specifications, and the samples

should be tested at CMT/LGD.

a).Zinc chromate to IS 104

b).Zinc chromate Red-oxide to IS. 2074.

c) Aluminium to IS.2339.

Necessary test certificates are to be enclosed for the Bills.

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

in force.

16. Necessary safety precautions shall be taken as per existing rules in force before taking up the

work for execution

17.The work should be completed with in SixMonths and the Maintenance has to be done for a

period of SixMonths.

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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 as applicable. 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.

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

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.

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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.

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.

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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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SAFETY PRECAUTIONS TO BE TAKEN AT WORK SITE.

1.1. The Contractor shall not allow any road vehicle belonging to his or his suppliers etc. to ply in railway

land next to the running line. If for execution of certain works, viz., earthwork for parallel railway

line, supply of ballast for new or existing railway line etc. road vehicles are necessarily to be used in

railway land next to the railway line, the contractor shall apply to the Engineer-in-charge for granting

permission giving the type and number of individual vehicles, names and license particulars and

permanent addresses of drivers, location, duration and timings for such work/movement. The

Engineer-in-charge or his authorized representative will personally counsel, examine and certify the

road vehicle drivers, contractor‟s flagmen and his supervisors to be deployed on the work, location,

period and timing of the work.

This permission will be subject to the following obligatory conditions:-

i) The Road vehicle will ply only between sunrise and sunset.

ii) Nominated vehicles and drivers will be utilized for work in the presence of at least one flagmen

and one supervisor or his representative certified for such work.

iii) The vehicles shall ply 6 Meters (from Centre of Track) away from track. Any movement

/work at less than 6 Meters and up to minimum 3.5 Meters clear of track center shall only be

done in presence of railway employees authorized by the Engineer-in-charge . No part of road

vehicle will be allowed at less than 3.5 Meters from track center.

iv) The Contractor shall remain fully responsible for ensuring safety and in case of accident, shall

bear the cost of all damages to the equipments and men and also damages to railway and its

passengers.

v) Engineer-in-charge may impose any other condition necessary for a particular work or site.

1.2.1. The Contractor at all times shall adopt safe working methods to ensure safety of structures,

equipments and labour at site of works.

1.2.2. The contractor shall not start any work without the presence of Railway supervisor or his

representative authorized by ADEN-in-charge and Contractor‟s supervisor at site.

1.2.3. The methodology proposed to be adopted by the Contractor is to be approved by Engineer-in-charge

with a view to ensure of safety of trains, passengers and workers and he shall also ensure that the

methods and arrangements are actually available at site before start of the work and the contractor‟s

supervisors and the workers have clearly understood the safety aspects and requirements to be

adopted / followed while executing the work.

1.2.4. There shall be an assurance Register kept at each site, which will have to be signed by both, ie.,

Railway Supervisor or his representative as well as the contractor‟s supervisor as a token of their

having understood the safety precautions to be observed at site.

1.2.5. Survey of site by Supervisor of contractor and Railway‟s Supervisor is to be done to assess

precautions to be taken at site for working of trains and materials required for protection.

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1.2.6. The list of permissible / sanctioned infringements to moving dimensions for the section shall be made

available where work is to be done to execute the works without infringing the moving dimensions.

1.2.7. Competency certificate issued by ADEN-in-charge with the Contractor‟s supervisor at site should be

available in the format given in Annexure-I.

1.2.8. The detailed plans for safe execution of works, duly approved by the Division should be available for

undertaking execution of such works which have bearing on moving dimensions, especially those

works close to the running lines and fixed structures on brides, inside tunnels etc.,

1.2.9 Look-out caution, speed restrictions as well as traffic block shall be ensured where necessary for

execution of works affecting running lines.

1.2.10 Mobile phones or Walky-Talkie sets where necessary should be provided at work sites.

1.3. Precautionary measures to be taken at work site away from the track:-

1.3.1. Trenches and foundation pits should be adequately and securely fenced, provided with proper caution

signs and marked with red lights at suitable intervals during night to avoid accidents. Adequate

protective measures should be taken to see that the excavation operations do not affect or damage

adjoining existing buildings.

1.3.2. Proper precautions should be taken for safety of persons and adjoining property before undertaking

any blasting operation. Red flags should be prominently displayed around the area to be blasted. All

the people on the work except those, who actually light the fuses, should be withdrawn to a safe

distance of not less than 300 meters from the blasting site. Recommendations given in I.S. 4081:1986

should be followed for safety during various operations involved in the process of blasting.

1.3.3. Suitable scaffold should be provided for workman for all works that cannot be safely done from the

ground or from solid constructions except such works which can be done safely from ladders for a

short period. When a ladder is used, extra labour should be engaged for holding the ladder and if the

ladder is used for carrying materials as well, suitable foot holds and handholds should be provided on

the ladder and ladder should be given an inclination not steeper than 4 to 1 ( Four vertical to one

Horizontal).

1.3.4. Workers employed on mixing asphalt materials, cement and lime mortars should be provided with

protective hand and footwear and protective goggles.

1.3.5. Workers employed in white washing and stacking of cement bags or any materials which are

injurious to the eyes should be provided with protective goggles.

1.3.6. Workers engaged in welding works should be provided with welder protective eye-shields, single

piece cotton cloth and shoes.

1.3.7. Stone breakers should be provided with protective goggles, leg-guards and protective clothing and

they should be seated at sufficiently safe distance from each other.

1.3.8. A fully equipped First-Aid Box should be maintained at site by the Agency with at least one person

fully trained to give First-Aid.

1.3.9. Inflammable articles such as Petrol, oil etc., should be stored separately from other materials and all

prescribed precautions as per the Indian Explosive Act should be taken.

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1.3.10. In the Bridge work, Track works, repairs to tunnel and demolition of structures through contractual

Agency, the safe working and ensuring safety of workman employed should be specifically laid down

in the contract itself.

1.4. Precautionary measures to be taken at work site in vicinity of track:-

1.4.1. Drivers of trains must be served with caution order to look out for any obstruction at the place of

work.

1.4.2. Arrangements should be made to protect the track in case of emergency at work site.

1.4.3. Before the start of the work, the land strip adjacent to the running track where road vehicle /

machinery is to ply for the work shall be demarcated by lime in advance at the appropriate distance

from the centre of existing track in consultation with the Railway Supervisor[Annexure-IV(A)].

Sketch showing the location of marking and barricading along the full length of the work area should

be done as per the sketch given in [Annexure-IV (B)]. This will enable the workmen posted at the

site and also the lorry drivers to have clear guidelines on the movement of vehicles.

1.4.4. Movement of Lorries near the track should be prohibited during night. In case it is unavoidable

adequate protective measures including lighting must be ensured in the complete work area for the

safety of the Public and Passengers. Also additional staff shall be posted as necessary for night

working.

1.4.5. Work should not be allowed to progress without the prior approval of the Engineer-in- charge in case

movement of vehicles close to the track is involved.

1.4.6. Machines and vehicles should ply 6 meters (from Track centre) in case movement at less than 6

meters away from the track is inescapable, it should be permitted in the presence of Railway

employee authorized by the Engineer-in-charge.

1.4.7. Contractor‟s representative should be issued a certificate by ADEN to the effect that they have

acquired sufficient knowledge about the safety precautions that are needed to be followed while

working near the track.

1.4.8. The worksite shall be suitably demarcated to keep public and passengers away from work area.

Necessary sign boards such as Work in progress etc. shall be provided at appropriate locations to

warn the Public / passengers.

1.4.9. Check lists given in Annexure-II and III shall be used to ensure that all the requisite measures have

been taken before start of work and work in progress.

1.4.10. All temporary arrangements required to be made during execution of work shall be made in such a

manner that moving dimensions do not infringe. Necessary checks shall be exercised by Site in-

charge from time to time.

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WORKING OF CONTRACTOR’S VEHICLES AT SITE

1 When the contractor’s vehicles are to be worked closer to 6m but not less than 3.5m from center line of the running track (Annexure-VA)

i) Drivers of vehicle shall be briefed about safety and precautions to be taken while moving/working close to traffic. ii) Demarcation of the land shall be done by bright coloured red ribbon/nylon rope of 12mm thick suspended on 75cm

high wooden/bamboo posts at a distance of 3.5m from center line of nearest running track as shown in (Annexure-IVC)

iii) Contractor shall ensure the road vehicle/Machinery ply in a way so that these do not infringe the line of demarcation.

iv) Presence of an authorized Railways representative shall be ensured before plying of vehicles or working machinery.

v) Railway supervisor shall issue suitable caution order to drivers of approaching train about road vehicles plying or machinery working close to running tracks. The train drivers shall be advised to whistle freely to warn about the approaching train. Whistle boards shall be provided wherever considered necessary.

vi) Lookout men shall be posted along the track at a distance of 800m from such locations, which will carry red flag and whistles to warn to the road vehicles/machinery users about the approaching trains.

vii) On curves where visibility is poor, additional lookout men shall be posted. viii) In unusual circumstances, where operator apprehends infringement to track while working truck/machinery near

running track, following action shall be taken: a) The contractor /supervisor/vehicle operator immediately advise the situation to Railway official and assist him in

protecting the track. b) Protection shall be done for other emergencies.

2. When the contractor’s vehicles are to be worked close to 3.5m from center line of running track: i) Plying of vehicle or working of machinery closer to 3.5m of running track shall be done under protection of track.

Traffic block shall be imposed wherever considered necessary. The site shall be protected as per the sketch given in (Annexure-VB) and the provisions of Para No. 806 & 807 of P-way Manual as the case may be.

ii) Presence of a Railway supervisor shall be ensured at work site. iii) Railway supervisor shall issue suitable caution order to drivers of approaching train about road vehicles plying or

machinery working close to running tracks. The train drivers shall whistle freely to warn about the approaching train.

3. Parking of vehicles or construction machinery: i) No vehicle or construction machinery shall be parked in unmanned condition on a gradient sloping towards running

track. ii) Even on level ground or gradients sloping away from the track, vehicles or construction machinery shall be parked

in unmanned conditions at a minimum distance of 6m from nearest track center in fully braked condition. In addition to brakes, suitable wedges shall also be applied on all the wheels.

4. TRAINING Training in safe working methods for both along and on the track should be imparted to supervisors /operators of the work executing agencies. Such training may be imparted at zonal/divisional training schools for required duration as deemed fit, with a view to ensure that the field staff engaged in such works get acquainted with the safety precautions that are needed to be taken while executing the works.

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ANNEXURE - I

COMPETENCY CERTIFICATE

Certified that Shri………………………………………………….

P.Way supervisor of M/s. …………………………… has been

Examined regarding P.Way working on ………………………….

Work. His knowledge has been found satisfactory and he is capable of

Supervising the work safely.

ASSISTANT ENGINEER

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ANNEXURE – II

CHECK LIST (BEFORE STARTING THE WORK)

Name of the work : ………………………………………………………………………………

Location …………………………………………………………………………………………

Duration of the work : From …………………………… To …………………………………

Sl. No

Details Yes No

1 Contractor’s supervisor identified / Selected. Who is going to be site in-charge?

2 Training imparted to contractors supervisor & Certificate issued?

3 Work site inspected by Constructions supervisor / other department’s supervisors along with contractor’s supervisor?

4 Precautions to be taken identified and listed?

5 Plan of work, drawn out by contractor’s supervisor in consultation with Railway’s supervisor?

6 Plan of work, brought to the knowledge of open line AEN/IOW & PWI?

7 Before start of the work, proper lime marking / barricading had done at site of work?

8 Men deputed for protection of track along with safety equipments?

9 Caution order issued for the train drivers in case work is being done within 6mts of centre of running track?

10 Drivers of vehicles/machinery being used have been identified?

11 Drivers of vehicles/machinery briefed about the safe working?

12 Sufficient lighting provided at site of work for night working?

13 Infringements checked?

14 Sectional (Open line) AEN/PWI/IOW have satisfied themselves regarding safety arrangements?

15 Availability of Walkie –Talkie sets for communication?

Signature of construction/ Other departments Supervisor

Date:

Signature of Open line’s Supervisor.

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ANNEXURE – III CHECK LIST

( WHILE WORK IN PROGRESS )

Name of the work : ………………………………………………………………………………

Location …………………………………………………………………………………………

Duration of the work: From …………………………… To …………………………………

Date of inspection ……………………………………………………

Sl.No

Details Yes No

1 Does the contractor’s supervisor have the certificate?

2 Does the knowledge of contractor’s supervisor on safety of track & work site is up to the mark?

3 Is the Railway’s supervisor of Construction Organization/other departments available at site?

4 Is knowledge of Railway’s supervisor O.K.?

5 Is lime marking/barricading done?

6 Are adequate safety precaution taken?

7 Are communication facility (Walkie – Talkie sets) available at site?

8 Are only identified drivers driving the vehicles/machinery?

9 Is whole work site safe for working of men/vehicles & trains?

10 Are adequate lighting arrangements done at site?

11 Are adequate protection equipment available at site?

12 Is caution order to trains being issued?

13 Are train drivers following the enforced temporary speed restriction?

14 Has work permit been taken for working in Electrified territory/Station yards (P &C areas)

Designation

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ANNEXURE – IV

(A)Marking of Line with Lime

3500mm

150 mm wide white line with lime

Vehicle / trucks can ply in this` area

B) Provision of Barricading

3500mm

Barricading

Luminous tape/Red Colour Nylon Rope 12 mm thick

Post (Bamboo / Steel / Concrete)

1200mm

3500mm 3500mm 3500 mm

C) Elevation of Barricading

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ANNEXURE –V

A) Plying of Vehicles/Machinery between 3.5 mts. to 6.0 mts from centre of track

3500mm

Contractor‟s supervisor Railway‟s supervisor

150 mm wide white line with lime

6000mm

B) Plying of Vehicles / Machinery within 3.5 mts from center of track

DN LINE

Banner flag in day time / HS lamps in night

detonators

UP LINE

1200 metres

3500mm

detonators

Contractor‟s supervisor Railway‟s supervisor

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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 USSR 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.

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.

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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.

.

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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.

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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.

9. 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.

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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.

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

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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.

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”.

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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

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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.

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

under consideration.

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

under consideration.

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.

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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. 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.

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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.

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.”

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ANNEXURE- “III”

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.

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.

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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.

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.

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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.

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.

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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

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