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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.4 LAccepted-AOC DELHI | L-1 | Accepted-AOC L-1 BIDDER | |
| 2 | L-2₹11.3 L+₹1.9 L (20.1%)Rejected-Finance | L-2 | Rejected-Finance NOT L-1 BIDDER | |
| 3 | L-3₹13.2 L+₹3.9 L (41.4%)Rejected-Finance | L-3 | Rejected-Finance NOT L-1 BIDDER | |
| 4 | L-4₹13.6 L+₹4.3 L (45.5%)Rejected-Finance | L-4 | Rejected-Finance NOT L-1 BIDDER | |
| 5 | L-5₹13.8 L+₹4.4 L (46.9%)Rejected-Finance | L-5 | Rejected-Finance NOT L-1 BIDDER |
Tender Value
Refer Docs
Closing Date
18 Nov 2021, 3:00 pmClosed
Chief Technical Services Manager
Bijwasan New Delhi Indian Oil Corporation Ltd., Pipelines Division
Water proofing treatment for roof of Admin building at NRPL Bijwasan.
2021_NRBIJ_143116_1
PMJTS21021
Open Tender
Civil Works
Works
45 days
NRPL Bijwasan
Please refer Tender documents.
9 documents required · 9 mandatory
Exempted
22 Feb 2022
5 Nov 2021
19 Nov 2021
5 Nov 2021
18 Nov 2021
9 Nov 2021
Amount
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) After surface preparation, first layer of slurry of cement @ 0.488 Kg/sqm mixed with water proofing cement compound @ 0.253 Kg/sqm. (b) Laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 Kg/sqm mixed with water proofing cement compound @ 0.670 Kg/sqm and coarse sand @ 1.289 Kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) Fourth and final layer of brick tiling with cement mortar (which will be paid for separately). For the purpose of measurement the entire treated surface will be measured.
Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
Providing and laying common burnt clay F.P.S. (Non Modular) brick tiles of Class Designation 10 over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat.
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-500 D or more
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, 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, with :
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]
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with :
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]
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform
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-500 D or more
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per the directions of Engineer-in-Charge :
Above 40 mm nominal bore
Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) 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 on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :
Coupler (110 mm)
Single Push-fit Coupler (110 mm)
Single Tee with door (110x110x110 mm)
Single Tee without door (110x110x110 mm)
Bend- 87.5 Degrees (110 mm)
Shoe - Plain (110 mm)
Providing and fixing Unplasticised PVC (uPVC) pipe clips (110 mm) of approved design to unplasticised-PVC rainwater pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
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