Eastern Railway Tender

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Eastern Railway - ER Tender

Works
Civil And Construction
Excavation
Civil And Architectural Services
Ireps
Opening Date17 Jan 2025
Closing Date10 Feb 2025
Tender Amount₹ 3,12,40,893.01 
Notes
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Costs

Summary

Replacement Of Steel O.h Tank By Rcc O.h Tank Of Capacity 50000 Gallon At Mym (01 No.) & Boi (1 No.) Under Aen/bdc.

Description

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BOQ Items

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Supply, erecting and testing of automatic Bacterioligical Treatment Plant logic controller water flow sensor and proportional dosing controller with a guarantee/warranty for 02 years. The rate also includes operation and maintenance with essential spares, accessories for successful and effective operation of these plants for two years.

2

775116

775116.98

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Bacteriological Treatment of Drinking Water in conformity with parameter of Bureau of 2 Indian Standards vide IS:10500-1991 with the supply & use of Sodium Hypochloride solution or similar chemical standardized by Bureau of Indian Standards as per IS:11673-1992 inclusive of cost of handling forwarding transportation, delivery of chemial, taxes etc.and testing of residual chlorine at the consumer's point as desired by the Engineer-in-charge at site for a period of 04 (four) years.

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1061030

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Routine chemical test to be carried out of raw/filtered water including collection of the 3 sample once in three months from a Govt. Recognised laboratory like All India Institute of Hygene & Public Health, Kolkata or any other Institutions. The no. of test to be carried out for each sample will be as per the direction of Engg-in-charge. (The routine chemical test of a sample consists of testing for PH alkalinity, Electrical conductivity, Total hardness Total chloride, Iron, Turbidity, Flouride Arsenic, Nitrate etc as per Bureau of Indian Standards). (Qty =4 x 4 x 4 = 64 months).

32

2214

70865.6

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Bacteriological test (NPN count) to be carried out once in a month from a Govt. recognized laboratory like All India Intitute of Hygiene & Public Health, Kolkata or any other institutions (as per Bureau of Indian Standard). (Qty =4 x 4 x 12 =192 months).

96

838

80520.96

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Operation and maintenance of automatic chlorination plant ( installed vide item no. 1 5 above) with provision and used of genuine spares and accessories as required (pro-rata payment will be made on the basis of running of the plant). Note : This item will be operated after competion of item no 1 above and here each means all the plants one round maintenance as one unit each plant per month. (Qty = 5x 12 x 2 = 120 )

48

5743

275667.36

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EARTH WORK // Earth work in excavation by mechanical means (Hydraulic 1 excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // All kinds of soil

296

205

56556.28

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EARTH WORK // Earth work in excavation by mechanical means (Hydraulic 2 excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // Ordinary rock

296

412

113676.88

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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 3 position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

195

7783

1411564.93

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MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand)

57

6658

352953.83

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MASONRY WORK // HALF BRICK MASONRY // Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : // cement mortar 1:4 (1 cement : 4 coarse sand)

103

837

80257.65

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STEEL WORK // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

14167

111

1474975.95

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FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand)

932

282

244426.32

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FINISHING // CEMENT PLASTER (IN FINE SAND) // 20 mm cement plaster of mix : // 1:4 (1 cement: 4 fine sand)

720

402

269279.64

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FINISHING // EXTERIOR FINISHING // Finishing walls with water proofing cement paint of required shade : // New work (Two or more coats applied @ 3.84 kg/10 sqm) per letter 10 13.71 7321.00 per cm 5.05 36971.05 (-) 7.00 34383.08

2296

97

208403.33

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WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.-External work // 80 mm dia nominal bore

172

919

147019.24

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WATER SUPPLY // C.P.V.C. PIPES // Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : // 50 to 80 mm nominal bore

12

1513

16892.89

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WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 100 mm diameter // Class I

31

4097

118142.46

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REINFORCED CEMENT CONCRETE // CAST IN SITU // Providing and laying in position 14 specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : // 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

12

8364

93344.47

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REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, 15 fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : // 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

248

10185

2349079.93

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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts

720

804

538525.8

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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Spiral staircases (including landing)

117

652

71031.17

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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Arches, domes, vaults up to 6 m span

459

1826

779571.34

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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Extra for arches, domes, vaults exceeding 6 m span

172

575

92016.99

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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards

459

1100

469727.75

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REINFORCED CEMENT CONCRETE // FORM WORK // Extra for additional height in 22 centering, shuttering where ever required with adequate bracing, propping etc., including cost of de- shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). // Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

6028

319

1789728.27

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WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : // 100 mm dia Ductile Iron Class K-9 pipes

1722

1081

1731738.77

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WATER SUPPLY // C.I./DUCTILE IRON PIPES & SPECIALS // Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : // Up to 300 mm dia

31

8191

236168.15

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REINFORCED CEMENT CONCRETE // FORM WORK // Edges of slabs and breaks in floors and walls // Under 20 cm wide

344

181

58193.45

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DISMANTLING AND DEMOLISHING // Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: // R.S. Joists

51667

2

134540.87

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DISMANTLING AND DEMOLISHING // Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: // Channels, angles, tees and flats 5.22.6 43851.18 Kg 89.65 3931258.29 (-) 7.00 3656070.21

28704

1

50719.97

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REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more.

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28

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REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more.

51200

89

4268774.4

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REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing 30 strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum

168

8683

1356756.91

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REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing 31 strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum

207

10306

1984046.56

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ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per 32 sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

460

671

287289.09

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ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including 33 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm)

40

450

16762.32

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STEEL WORK // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

1589

93

137506.5

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Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of 1 approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. 600mm diameter

1200

2948

3538128

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Conducting load test of a single pile up to specified capacity in accordance with 2 IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Initial load test up to 50 ton capacity pile

4

55671

222686.36

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Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and 3 machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge.

4

2843

11374.24

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Supply and using Cement at Worksite Ordinary Portland Cement 53 grade of approved brands/makes

4

7686

30744.68

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Supply and using Cement at Worksite Pozzolana Portland Cement approved brands/makes

4

7525

30103.6

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Extra for shuttering in circular work (20% of respective centering and shuttering items) Note :Sl no 21 of Schedule-B is not included in CPWD DSR 2021

459

220

93945.55



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