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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.1 LAccepted-AOC B 31 A AVANTIKA ENCLAVE SEC 2 ROHINI NORTH WEST DELHI DELHI 110083 | NORTH WEST DELHI | DELHI | 110083 | ₹51.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹60.6 L+₹9.5 L (18.6%)Rejected-AOC A 1165 24 SHRI RAM COLONY RAJIR NAGAR DELHI 94 | 940000 | ₹60.6 L+₹9.5 L (18.6%) | L2 | Rejected-AOC L2 |
| 3 | L3₹61.1 L+₹10.0 L (19.5%)Rejected-AOC | ₹61.1 L+₹10.0 L (19.5%) | L3 | Rejected-AOC L3 |
| 4 | L4₹77.2 L+₹26.1 L (51.0%)Rejected-AOC | ₹77.2 L+₹26.1 L (51.0%) | L4 | Rejected-AOC L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
Tender Value
₹70.5 L
EMD Value
₹1.4 L
Closing Date
6 Apr 2026, 3:00 pmClosed
Superintending Engineer
office of Superintending Engineer, A Block, 2nd Floor, Academic and Admin Building, Gate No. 5, AIIMS Raipur
Restoration of Fire Fighting Underground pipeline for Medical College, Auditorium all Hostels and MRS at AIIMS Raipur
2026_IMSRP_902404_1
29/SE/AIIMS/RPR/2025-26
Open Tender
Civil Works
Works
180 days
AIIMS Raipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.4 L
SE Office AIIMS Raipur
18 Jun 2026
13 Mar 2026
7 Apr 2026
13 Mar 2026
6 Apr 2026
13 Mar 2026
19 Mar 2026
Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required.
150 mm. Dia
Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
150 mm. Dia
Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :
65 mm dia
150 mm dia
Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required
150mm dia
Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :
Stainless Steel (Grade 304)
Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required :
4 way - 150 mm dia M.S. Pipe
Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/Stainless Steel cap and chain as required :
Single headed Stainless steel
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
Supply and installation of Pressure Gauge with Cock and accessories. The gauge with cock shall be constructed of Die Cast aluminium and stove enameled. The gauge should be of stainless steel IP66having suitable range of 5kg/sqcm to 16kg/sqcm
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_948502.xls
BOQ • 0.40 MB
Corrigendum01.pdf
PDF • 0.58 MB
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