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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC B 150 GROUND FLOOR BACK SIDE PANDAV NAGAR DELHI 110092 | DELHI | EAST DELHI | DELHI | 110092 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹17.7 L+₹1.4 L (8.62%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹17.9 L+₹1.6 L (9.60%)Rejected-Finance AT PO SHERPUR DANAPUR CANTT PATNA 801 503 | PATNA | PATNA | BIHAR | 801503 | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹18.0 L+₹1.6 L (9.92%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹18.0 L+₹1.7 L (10.2%)Rejected-Finance MONIRAMPUR DASPARA P O BARRACKPORE | BARRACKPORE | NORTH 24 PARGANAS | WEST BENGAL | 743101 | L5 | Rejected-Finance OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | M/S NANDA CONSTRUCTION L4 | M/s KUMAR ENTERPRISES L7 | PAPPU ROY CONSTRUCTION L1 | RC GUPTA AND SONS L9 | CP RAJ L3 | M/S JAI AMBAY CONSTRUCTION L8 | M/S Harsh Traders L2 | M/S MODERN CONSTRUCTION L5 | M/S SHEO KUMAR SINGH AND SONS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in post holes (or similar holes) each n.exc 0.5 cum in any type of soil and getting out complete all as specified and directed. | 25 | Each | 183 ₹4,575 | 167 ₹4,175 | 200 ₹5,000 | 199 ₹4,975 | 157 ₹3,925 Lowest | 185 ₹4,625 | 175 ₹4,375 | 172 ₹4,300 | 192 ₹4,800 |
| 2.00 | Excavation in trenches in soft/ loose soil not exc 1.5m wide and not exc 1.5m deep for foundation, pier holes etc n. exc 10sqm on plan and getting out complete all as specified and directed. | 15.93 | Cum | 371 ₹5,910.03 | 323 ₹5,145.39 | 250 ₹3,982.5 Lowest | 419 ₹6,674.67 | 343 ₹5,463.99 | 415 ₹6,610.95 | 425 ₹6,770.25 | 424 ₹6,754.32 | 435 ₹6,929.55 |
| 3.00 | Form work to sides of pillars, posts, struts, piers, columns stachions flat with rough finished surface of concrete complete all as specified and directed. | 115 | Sqm | 605 ₹69,575 | 599 ₹68,885 | 400 ₹46,000 Lowest | 610 ₹70,150 | 763 ₹87,745 | 635 ₹73,025 | 600 ₹69,000 | 610 ₹70,150 | 613 ₹70,495 |
| 4.00 | M&L PCC 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, Filling and mass concrete complete all as specified and directed. | 0.9 | Cum | 5,145 ₹4,630.5 | 4,985 ₹4,486.5 | 5,500 ₹4,950 | 5,625 ₹5,062.5 | 4,875 ₹4,387.5 Lowest | 5,780 ₹5,202 | 5,800 ₹5,220 | 5,895 ₹5,305.5 | 5,941 ₹5,346.9 |
| 5.00 | M&L plain cement concrete 1:2:4 type B-2 (using 40mm graded stone aggregate) as in filling of post holes etc complete all as specified and directed. | 10.8 | Cum | 7,150 ₹77,220 | 6,875 ₹74,250 | 6,000 ₹64,800 Lowest | 7,200 ₹77,760 | 7,015 ₹75,762 | 6,845 ₹73,926 | 6,900 ₹74,520 | 6,845 ₹73,926 | 7,000 ₹75,600 |
| 6.00 | S&F hollow rolled mild steel structure Steel work in tubular square/rectangular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS.1161- 1979 grade St.-240 complete all as specified and directed. | 3,100 | Kg | 148 ₹4,58,800 | 151 ₹4,68,100 | 135 ₹4,18,500 Lowest | 155 ₹4,80,500 | 146 ₹4,52,600 | 148 ₹4,58,800 | 149 ₹4,61,900 | 148 ₹4,58,800 | 152 ₹4,71,200 |
| 7.00 | S&F rolled mild steel Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. Fe 410W Grade E 250 complete all as specified and directed. | 2,800 | Kg | 148 ₹4,14,400 | 152 ₹4,25,600 | 135 ₹3,78,000 Lowest | 159 ₹4,45,200 | 146 ₹4,08,800 | 148 ₹4,14,400 | 149 ₹4,17,200 | 148 ₹4,14,400 | 151 ₹4,22,800 |
| 8.00 | M & L 6mm thick mild steel Plates (plain or chequered) grade Fe 290 Gde 165, channels,square cut or notched (ordinary and counter sunk) forming holes without any attachement with drilling or welded to any steel work complete all as specified and directed. | 75 | Kg | 172 ₹12,900 | 180 ₹13,500 | 165 ₹12,375 Lowest | 188 ₹14,100 | 179 ₹13,425 | 176 ₹13,200 | 179 ₹13,425 | 172 ₹12,900 | 183 ₹13,725 |
| 9.00 | S&F Pre-printed galvalume aluminium zinc coating GI based corrugated/semi corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screw/ L-type or J type cranked hook complete all as specified and directed. | 480 | Sqm | 1,249 ₹5,99,520 | 1,299 ₹6,23,520 | 1,170 ₹5,61,600 Lowest | 1,253 ₹6,01,440 | 1,235 ₹5,92,800 | 1,350 ₹6,48,000 | 1,210 ₹5,80,800 | 1,265 ₹6,07,200 | 1,248 ₹5,99,040 |
| 10.00 | S & F Pre painted aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall fixed with self tapping screw complete all as specified and directed. | 12.5 | Sqm | 1,367 ₹17,087.5 | 1,199 ₹14,987.5 Lowest | 1,200 ₹15,000 | 1,371 ₹17,137.5 | 1,259 ₹15,737.5 | 1,260 ₹15,750 | 1,210 ₹15,125 | 1,215 ₹15,187.5 | 1,325 ₹16,562.5 |
Tender Value
₹15.5 L
EMD Value
₹31,060
Closing Date
21 May 2026, 6:00 pmClosed
GE DANAPUR CANTT
GE DANAPUR CANTT
ADDITION/ALTERATION CUM SPL REPAIR OF BLDG NO P-40 OF MH DANAPUR CANTT UNDER GE DANAPUR CANTT
2026_MES_762535_1
CA NO GE/DNR/T-03 of 2026-27
Open Tender
Civil Works
Item Rate
180 days
DANAPUR CANTT
PLEASE REFER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE DANAPUR CANTT
₹31,060
Yes
18 Jun 2026
28 Apr 2026
28 May 2026
28 Apr 2026
21 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in post holes (or similar holes) each n.exc 0.5 cum in any type of soil and getting out complete all as specified and directed. | 25 | Each | - | - |
| 2 | Excavation in trenches in soft/ loose soil not exc 1.5m wide and not exc 1.5m deep for foundation, pier holes etc n. exc 10sqm on plan and getting out complete all as specified and directed. | 15.93 | Cum | - | - |
| 3 | Form work to sides of pillars, posts, struts, piers, columns stachions flat with rough finished surface of concrete complete all as specified and directed. | 115 | Sqm | - | - |
| 4 | M&L PCC 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, Filling and mass concrete complete all as specified and directed. | - | Cum | - | - |
| 5 | M&L plain cement concrete 1:2:4 type B-2 (using 40mm graded stone aggregate) as in filling of post holes etc complete all as specified and directed. | 10.8 | Cum | - | - |
| 6 | S&F hollow rolled mild steel structure Steel work in tubular square/rectangular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS.1161- 1979 grade St.-240 complete all as specified and directed. | 3,100 | Kg | - | - |
| 7 | S&F rolled mild steel Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. Fe 410W Grade E 250 complete all as specified and directed. | 2,800 | Kg | - | - |
| 8 | M & L 6mm thick mild steel Plates (plain or chequered) grade Fe 290 Gde 165, channels,square cut or notched (ordinary and counter sunk) forming holes without any attachement with drilling or welded to any steel work complete all as specified and directed. | 75 | Kg | - | - |
| 9 | S&F Pre-printed galvalume aluminium zinc coating GI based corrugated/semi corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screw/ L-type or J type cranked hook complete all as specified and directed. | 480 | Sqm | - | - |
| 10 | S & F Pre painted aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall fixed with self tapping screw complete all as specified and directed. | 12.5 | Sqm | - | - |
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