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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹41.9 LAccepted-AOC | ₹41.9 L | L-1 | Accepted-AOC Lowest Bidder |
| 2 | L-2₹53.0 LRejected-Finance 5 B 2 1ST FLOOR OPP METRO PILLOR 484 TILAK NAGAR DELHI 110018 | WEST | DELHI | 110018 | ₹53.0 L | L-2 | Rejected-Finance Not Lowest Bidder. |
| 3 | L-3₹54.8 LRejected-Finance | ₹54.8 L | L-3 | Rejected-Finance Not Lowest Bidder. |
| 4 | L-4₹56.7 LRejected-Finance 3 4 JEEVAN DEEP BUILDING 10 PARLIAMENT STREET NEW DELHI 1 PH 011 43573493 9899713006 | ₹56.7 L | L-4 | Rejected-Finance Not Lowest Bidder. |
| 5 | L-5₹57.7 LRejected-Finance | ₹57.7 L | L-5 | Rejected-Finance Not Lowest Bidder. |
| Sl No | Description | Qty | Unit | SNOWMEX ENGINEERS LIMITED L4 | BA-PAN ENGINEERING co. L6 | K L TARKAR CONSTRUCTION L3 | SAPPHIRE ENGINEERS L1 | VOID FIRE CONSULTANTS L2 | J.K.DEFENCE FIRE ENGG. SERVICES L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 980 | Metre | 2,288 ₹22.4 L | 2,600 ₹25.5 L | 2,650 ₹26.0 L | 1,550 ₹15.2 L | 2,210 ₹21.7 L | 2,400 ₹23.5 L |
| 2.00 | 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 | 330 | Metre | 2,190 ₹7.2 L | 2,200 ₹7.3 L | 2,240 ₹7.4 L | 1,450 ₹4.8 L | 1,870 ₹6.2 L | 1,800 ₹5.9 L |
| 3.00 | 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.
80 mm dia | 50 | Metre | 1,310 ₹65,500 | 1,600 ₹80,000 | 1,280 ₹64,000 | 1,050 ₹52,500 | 1,140 ₹57,000 | 1,350 ₹67,500 |
| 4.00 | 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 from floor level free standing or with support for External Hydrant and painting with two or more coats of synthetic enamel paint of required shade complete as required :
80 mm dia | 50 | Metre | 1,290 ₹64,500 | 1,600 ₹80,000 | 1,180 ₹59,000 | 990 ₹49,500 | 886 ₹44,300 | 1,250 ₹62,500 |
| 5.00 | 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 | 21 | Set | 8,500 ₹1.8 L | 5,000 ₹1.1 L | 6,200 ₹1.3 L | 5,200 ₹1.1 L | 5,150 ₹1.1 L | 7,500 ₹1.6 L |
| 6.00 | 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) | 42 | Set | 7,500 ₹3.1 L | 4,500 ₹1.9 L | 3,600 ₹1.5 L | 4,250 ₹1.8 L | 3,450 ₹1.4 L | 4,000 ₹1.7 L |
| 7.00 | Supplying & fixing 63 mm dia short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :
Stainless Steel (Grade 304) | 21 | Nos | 1,450 ₹30,450 | 1,400 ₹29,400 | 2,000 ₹42,000 | 2,550 ₹53,550 | 1,500 ₹31,500 | 2,400 ₹50,400 |
| 8.00 | Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. | 21 | Each | 600 ₹12,600 | 1,000 ₹21,000 | 1,800 ₹37,800 | 1,250 ₹26,250 | 800 ₹16,800 | 1,000 ₹21,000 |
| 9.00 | Supplying and fixing Fire Hose Cabinet, Double Door with 3 mm thick glazed glass doors, of size, 900mm x 600mm x 500mm, made of 16 gauge MS sheet steel, suitable to accomodate 2 numbers 15 meter Hose and 1 number short branch pipe, with necessary locking arrangement, on suitable size angle iron base support frame on cement concrete foundation, including providing suitable cement cement concrete foundation , duly painted with approved colour externally and internally complete as required. | 21 | Set | 12,500 ₹2.6 L | 8,000 ₹1.7 L | 6,800 ₹1.4 L | 4,500 ₹94,500 | 5,400 ₹1.1 L | 5,500 ₹1.2 L |
| 10.00 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with gunmetal seat along with pressure gauge duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :
150 mm dia | 12 | Set | 5,100 ₹61,200 | 8,000 ₹96,000 | 4,200 ₹50,400 | 8,500 ₹1.0 L | 5,321 ₹63,852 | 7,000 ₹84,000 |
Tender Value
₹60.0 L
EMD Value
₹1.8 L
Closing Date
3 Dec 2025, 4:00 pmClosed
AGM (Engg.-E), AAI, DABH Airport, Indore.
O/o APD AAI, DABH Airport, Indore.
Replacement of M.S. Pipe and associated accessories for external fire hydrant at Devi Ahilya Bai Holkar Airport, Indore
2025_AAI_255364_1
AAI/ID/(E-E)/e-NIT-12/2025-26
Open Tender
Electrical Works
150 days
Indore Airport.
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,770
₹1.8 L
16 Feb 2026
14 Nov 2025
4 Dec 2025
14 Nov 2025
3 Dec 2025
14 Nov 2025
14 Nov 2025 - 20 Nov 2025
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
Cutting groove(two cuts) of size min 300 mm wide and 450 mm deep (or as required) in existing cement concrete surface using concrete cutter machine and appropriate tools, including cleaning of groove, disposal of debris within 50 m lead,etc as required all as per direction of Engineer-in-Charge.
Removal of existing interlocking paver blocks/chequered tiles laid over sand/earth base, stacking the serviceable blocks at site as directed, and relaying new blocks of minimum M30 grade Paver blocks or chequered tile as per Engineer in charge instruction in place of exiting paver existing blocks' quality and specification after completion of underground fire hydrant pipeline work including dressing of base surface, refilling and compacting excavated trenches, providing and re-laying sand cushion of appropriate thickness, re-aligning and re-compacting the paver blocks to original line, level, and pattern to restore the surface in original condition, at ground level complete in all respects as per direction of Engineer-in-Charge.
Excavation in hard rock not exceeding 1.5 metres in width, and lift upto 1.5 metres, including getting out the excavated soil/rock and disposal of excavated soil as directed within a lead of 50 metres or refilling the same etc. complete as required and as per direction of EIC.
Carefully removing existing fixed stainless steel bollards from the concrete surface, including excavation around the base, cutting if necessary, and stacking the removed bollards safely at site; and refixing the same in position as good as original by making necessary foundation using cement concrete , aligning, leveling, grouting, welding (if required), and finishing the surface to match the existing flooring, including disposal of debris, cleaning the site, all tools, plants, labour, materials etc. complete as per direction of Engineer-in-Charge.
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