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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.7 LAccepted-AOC A 3 257 JANAKPURI NEW DELHI 110058 | WEST DELHI | DELHI | 110058 | L1 | Accepted-AOC QUOTED AMOUNT IS REASONABLE | |
| 2 | L2₹84.4 L+₹4.6 L (5.78%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹84.6 L+₹4.9 L (6.10%)Rejected-Finance 1 206 SHOP NO 71 MANDIR MARKET SADAR BAZAR DELHI CANTT 110010 | DELHI CANTT | NEW DELHI | DELHI | 110010 | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹86.9 L+₹7.1 L (8.91%)Rejected-Finance 08 PINK ENCLAVE MAHESH NAGAR BALAJI VIHAR GOPALPURA JAIPUR RAJASTHAN 302015 INDIA | JAIPUR | RAJASTHAN | 302015 | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹93.4 L+₹13.7 L (17.1%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | M/S Yamin L2 | Vipul Construction L6 | tarun construction co L5 | A R construction L3 | M/S SIMRAN CONSTRUCTION CO L4 | M/S ADHIKARI CONSTRUCTION CO. L1 | Adhunik Builders L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified.
Note :- During the execution of work, In case of any damage to tha GAS pipe line ,water supply pipe , electric cable etc , the contractor will have to get it repaired/ replaced at his own cost and noting extra payble on this acount. | 50 | Cum | 150 ₹7,500 | 100 ₹5,000 | 190 ₹9,500 | 50 ₹2,500 Lowest | 150 ₹7,500 | 99 ₹4,950 | 100 ₹5,000 |
| 2.00 | All as per item No 1 here in before but depth exceeding 1.5 m and not exceeding 3.00M | 8 | Cum | 299 ₹2,392 | 125 ₹1,000 | 255 ₹2,040 | 60 ₹480 Lowest | 200 ₹1,600 | 199 ₹1,592 | 150 ₹1,200 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified. | 40 | Cum | 99 ₹3,960 | 75 ₹3,000 | 55 ₹2,200 | 66 ₹2,640 | 40 ₹1,600 | 19 ₹760 Lowest | 100 ₹4,000 |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 18 | Cum | 120 ₹2,160 | 100 ₹1,800 | 130 ₹2,340 | 77 ₹1,386 | 100 ₹1,800 | 29 ₹522 Lowest | 250 ₹4,500 |
| 5.00 | Demolition and breaking up old unserviceable salt glazed stoneware/pvc/ SN8 pipe 150mm bore at any depth set in cement morter incl PCC bed complete all as specified and directed. | 1,500 | RM | 10 ₹15,000 | 15 ₹22,500 | 7 ₹10,500 | 30 ₹45,000 | 5 ₹7,500 Lowest | 9 ₹13,500 | 10 ₹15,000 |
| 6.00 | All as per srl item no. 05 here-in-before but 200 mm internal dia of pipe. | 750 | RM | 15 ₹11,250 | 20 ₹15,000 | 9 ₹6,750 | 35 ₹26,250 | 7 ₹5,250 Lowest | 9 ₹6,750 | 15 ₹11,250 |
| 7.00 | M&L for PCC 1:4:8 type D-2(using 40mm graded crushed stone aggregates) bedding for sewage lines of 150mm bore incl packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed. | 1,500 | RM | 110 ₹1,65,000 | 125 ₹1,87,500 | 45 ₹67,500 Lowest | 55 ₹82,500 | 50 ₹75,000 | 99 ₹1,48,500 | 150 ₹2,25,000 |
| 8.00 | All as per sl item No 7 above but for bed of sewage line of 200mm bore. | 750 | RM | 130 ₹97,500 | 135 ₹1,01,250 | 55 ₹41,250 Lowest | 60 ₹45,000 | 60 ₹45,000 | 99 ₹74,250 | 200 ₹1,50,000 |
| 9.00 | S&F class SN-8, dia of pipe 150mm & thickness of pipe as specified in IS 16098 (Part-2):2013, clause 6.3.1 table no 5 structured wall polythelene piping system (pipe with online/offline coupler and elastomeric sealing ring) with non smooth external anular corrugated and smooth internal surface (DWCP) for non pressure underground sewerage & drainage application polythylene piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including all necessary fittings (cost of fittings, rubber rings, gaskets etc includded) complete all as specified and directed by Engineer-in-charge. | 1,500 | RM | 380 ₹5,70,000 | 385 ₹5,77,500 | 434 ₹6,51,000 | 400 ₹6,00,000 | 390 ₹5,85,000 | 299 ₹4,48,500 Lowest | 350 ₹5,25,000 |
| 10.00 | All as per sl item No 9 above but for dia of 200mm bore. | 750 | RM | 500 ₹3,75,000 | 485 ₹3,63,750 | 555 ₹4,16,250 | 450 ₹3,37,500 Lowest | 499 ₹3,74,250 | 499 ₹3,74,250 | 485 ₹3,63,750 |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
6 Feb 2026, 6:00 pmClosed
CWE DELHI CANTT
HQ CWE DELHI CANTT 110010
REPAIR REPLACEMENT AND CLEANING OF SEWAGE LINE MANHOLE COVER RCC JALLI APPROACH PATH HARD STANDING AND SECURITY FENCE IN KABUL LINE JCOs AND OR AND FAFA ACCN DID LINE AND OTM ACCN IN THE AREA OF AGE B/R-II UNDER GE (EAST) DELHI CANTT-10
2026_MES_747907_1
CWE/D-67/2025-26
Open Tender
Civil Works
Item Rate
270 days
DELHI CANTT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE EAST DELHI CANTT
₹1.9 L
Yes
20 Mar 2026
9 Jan 2026
7 Feb 2026
9 Jan 2026
6 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/loose soil, complete all as specified.
Note :- During the execution of work, In case of any damage to tha GAS pipe line ,water supply pipe , electric cable etc , the contractor will have to get it repaired/ replaced at his own cost and noting extra payble on this acount. | 50 | Cum | - | - |
| 2 | All as per item No 1 here in before but depth exceeding 1.5 m and not exceeding 3.00M | 8 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified. | 40 | Cum | - | - |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 18 | Cum | - | - |
| 5 | Demolition and breaking up old unserviceable salt glazed stoneware/pvc/ SN8 pipe 150mm bore at any depth set in cement morter incl PCC bed complete all as specified and directed. | 1,500 | RM | - | - |
| 6 | All as per srl item no. 05 here-in-before but 200 mm internal dia of pipe. | 750 | RM | - | - |
| 7 | M&L for PCC 1:4:8 type D-2(using 40mm graded crushed stone aggregates) bedding for sewage lines of 150mm bore incl packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed. | 1,500 | RM | - | - |
| 8 | All as per sl item No 7 above but for bed of sewage line of 200mm bore. | 750 | RM | - | - |
| 9 | S&F class SN-8, dia of pipe 150mm & thickness of pipe as specified in IS 16098 (Part-2):2013, clause 6.3.1 table no 5 structured wall polythelene piping system (pipe with online/offline coupler and elastomeric sealing ring) with non smooth external anular corrugated and smooth internal surface (DWCP) for non pressure underground sewerage & drainage application polythylene piping fitted with help of coupler attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying at prescribed gradient, depth and alignment, testing the water tightness of the joint, ensuring the continuity tests of the specified pipe segments etc including all necessary fittings (cost of fittings, rubber rings, gaskets etc includded) complete all as specified and directed by Engineer-in-charge. | 1,500 | RM | - | - |
| 10 | All as per sl item No 9 above but for dia of 200mm bore. | 750 | RM | - | - |
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