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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC N A | NA | NA | 121004 | ₹30.5 L Quoted ₹30.9 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹33.4 L+₹2.5 L (8.26%)Rejected-Finance | ₹33.4 L+₹2.5 L (8.26%) | L2 | Rejected-Finance Being other than lowest |
| 3 | L3₹33.8 L+₹3.0 L (9.60%)Rejected-Finance | ₹33.8 L+₹3.0 L (9.60%) | L3 | Rejected-Finance Being other than lowest |
| Sl No | Description | Qty | Unit | Vipul Construction L1 | garnet engineers contractors L3 | Gaurav Construction Company L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, soft / loose soil | 50 | Each | 95 ₹4,750 | 56 ₹2,800 Lowest | 260 ₹13,000 |
| 2.00 | M&L for PCC(1:4:8) type D-2(using 40mm graded stone agg.) as in foundations, filling and mass concrete | 4 | Cum | 2,850 ₹11,400 | 2,875 ₹11,500 | 2,660 ₹10,640 Lowest |
| 3.00 | M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 | 3,000 | Kg | 88 ₹2,64,000 | 72 ₹2,16,000 | 66 ₹1,98,000 Lowest |
| 4.00 | S&F mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410-W (Gde-E- 250) quality-A | 100 | Kg | 88 ₹8,800 | 125 ₹12,500 | 66 ₹6,600 Lowest |
| 5.00 | S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 MPA as in roof covering/cladding to wall, fixed with self tapping screws as specified | 90 | Sqm | 635 ₹57,150 | 625 ₹56,250 | 516 ₹46,440 Lowest |
| 6.00 | Surface dressing not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 10 | Sqm | 10 ₹100 Lowest | 56 ₹560 | 60 ₹600 |
| 7.00 | Removing surplus soil to a distance exceeding exc. 1.50 km but not exc. 5 km and depositing where directed | 1.5 | Cum | 50 ₹75 Lowest | 75 ₹112.5 | 106 ₹159 |
| 8.00 | M&L for brick work with sub class 'B' straight or curved on plan exc 6m mean radius and built in CM 1:4 complete all as specified and directed. | 21 | Cum | 3,850 ₹80,850 | 3,450 ₹72,450 | 3,260 ₹68,460 Lowest |
| 9.00 | M&L 15mm thick rendering on fair faces of brick work wall or ceiling surface in cement mortar (1:4) with using Water Proofing, Finish even and fair without using extra cement, complete all as specified and directed. | 501.94 | Sqm | 155 ₹77,800.7 | 125 ₹62,742.5 Lowest | 246 ₹1,23,477.24 |
| 10.00 | M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in coping/bed block including weathering slightly rounded or chamfered angles and throating as directed and including necessary form work required complete all as specified and directed. | 4.1 | Cum | 3,850 ₹15,785 | 4,550 ₹18,655 | 3,260 ₹13,366 Lowest |
Tender Value
₹37.8 L
EMD Value
₹75,570
Closing Date
15 Jun 2026, 6:00 pmClosed
GE (EAST) DELHI CANTT-10
GE (EAST) DELHI CANTT-10
ADDN/ ALTN TO TOILET BLOCK IN ILP LOCATION OF 972 TPT COY ASC TYPE B, PROVN OF MISC REPAIR AND REPLACEMENT WORK IN HOUSE NO 22 (POLO ROAD), SPL REPAIR TO ROOF TREATMENT AND CONNECTED WORK AT BLDG NO P-26/F, P-26/23 AND P-26/19 AT ARTY OFFICERS MESS,
2026_MES_767505_1
GE/DE-61/2026-27
Open Tender
Civil Works
Item Rate
120 days
GE (EAST) DELHI CANTT-10
As per NIT Documents
9 documents required · 9 mandatory
₹500
GE (EAST) DELHI CANTT-10
₹75,570
Yes
3 Aug 2026
25 May 2026
17 Jun 2026
25 May 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in post holes (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, soft / loose soil | 50 | Each | 1.25 | ₹62.5 |
| 2 | M&L for PCC(1:4:8) type D-2(using 40mm graded stone agg.) as in foundations, filling and mass concrete | 4 | Cum | - | - |
| 3 | M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 | 3,000 | Kg | 100 | ₹3,00,000 |
| 4 | S&F mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410-W (Gde-E- 250) quality-A | 100 | Kg | 10 | ₹1,000 |
| 5 | S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 MPA as in roof covering/cladding to wall, fixed with self tapping screws as specified | 90 | Sqm | 11 | ₹990 |
| 6 | Surface dressing not exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 10 | Sqm | 10 | ₹100 |
| 7 | Removing surplus soil to a distance exceeding exc. 1.50 km but not exc. 5 km and depositing where directed | 1.5 | Cum | 22 | ₹33 |
| 8 | M&L for brick work with sub class 'B' straight or curved on plan exc 6m mean radius and built in CM 1:4 complete all as specified and directed. | 21 | Cum | - | - |
| 9 | M&L 15mm thick rendering on fair faces of brick work wall or ceiling surface in cement mortar (1:4) with using Water Proofing, Finish even and fair without using extra cement, complete all as specified and directed. | 501.94 | Sqm | 1.25 | ₹627.43 |
| 10 | M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in coping/bed block including weathering slightly rounded or chamfered angles and throating as directed and including necessary form work required complete all as specified and directed. | 4.1 | Cum | - | - |
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