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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-AOC | ₹29.6 L | L1 | Accepted-AOC OK |
| 2 | L2₹29.9 L+₹27,148.90 (0.92%)Rejected-Finance | ₹29.9 L+₹27,148.90 (0.92%) | L2 | Rejected-Finance Other than lowest tenderer |
| 3 | L3₹31.5 L+₹1.8 L (6.23%)Rejected-Finance | ₹31.5 L+₹1.8 L (6.23%) | L3 | Rejected-Finance Other than lowest tenderer |
| 4 | L4₹31.8 L+₹2.2 L (7.29%)Rejected-Finance | ₹31.8 L+₹2.2 L (7.29%) | L4 | Rejected-Finance Other than lowest tenderer |
| 5 | L5₹34.1 L+₹4.5 L (15.2%)Rejected-Finance GALI NO 5 6 H NO 6 275 JHARODA MAARA EXTN PART III BURARI NEW DELHI 110084 | NEW DELHI | CENTRAL DELHI | DELHI | 110084 | ₹34.1 L+₹4.5 L (15.2%) | L5 | Rejected-Finance Other than lowest tenderer |
| Sl No | Description | Qty | Unit | QUALITY CONSTRUCTIONS CO L5 | m/s sahu enterprises L10 | Ajay Sahu & Sons L11 | Abode Artisan Enterprises L7 | M/s Bipin Construction L9 | MS SANTOSH KUMAR SINGH L4 | M/S S S A ASSOCIATES L8 | m/s raghubar dayal L3 | M/S PERFECT CONSTRUCTION CO. L12 | M/S RAJ INTERIORS L1 | M/s Bhadoria Associates L2 | OMVIN ENTERPRISES LLP L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation of in post holes (or similar holes) each n exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubbles mixed with earth around in layers n exc 25cm thick complete all as specified and directed. | 18 | Each | 200 ₹3,600 | 500 ₹9,000 | 221 ₹3,978 | 120 ₹2,160 | 200 ₹3,600 | 200 ₹3,600 | 90 ₹1,620 | 100 ₹1,800 | 125 ₹2,250 | 50 ₹900 Lowest | 200 ₹3,600 | 300 ₹5,400 |
| 2.00 | M&L PCC (1:4:8) type D2 using 40 mm graded crushed stone aggregate as in foundation filling, complete all as specified and directed. | 5 | Cum | 4,000 ₹20,000 | 6,000 ₹30,000 | 5,555 ₹27,775 | 4,500 ₹22,500 | 5,000 ₹25,000 | 400 ₹2,000 Lowest | 3,250 ₹16,250 | 4,500 ₹22,500 | 4,500 ₹22,500 | 3,000 ₹15,000 | 4,800 ₹24,000 | 4,500 ₹22,500 |
| 3.00 | S&F mild steel work as in post including gusset plate of suitable size welded at both ends for anchoring and for fixing of purlin and rafter including special shaped washers etc complete all as specified and directed. | 1,500 | Kg | 105 ₹1,57,500 | 130 ₹1,95,000 | 121 ₹1,81,500 | 92 ₹1,38,000 | 95 ₹1,42,500 | 87 ₹1,30,500 Lowest | 100 ₹1,50,000 | 90 ₹1,35,000 | 95 ₹1,42,500 | 95 ₹1,42,500 | 95 ₹1,42,500 | 120 ₹1,80,000 |
| 4.00 | S&F mild steel rolled section as in main and cross beams, hip and jack rafters, purlins where connnected to common rafters and running rails and guides for sliding door etc confirming to Fe 410- W complete all as specified & directed. | 4,500 | Kg | 105 ₹4,72,500 | 125 ₹5,62,500 | 121 ₹5,44,500 | 89 ₹4,00,500 | 95 ₹4,27,500 | 87 ₹3,91,500 | 98 ₹4,41,000 | 90 ₹4,05,000 | 65 ₹2,92,500 Lowest | 90 ₹4,05,000 | 90 ₹4,05,000 | 120 ₹5,40,000 |
| 5.00 | S&F for prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick (TCT) of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed. | 400 | Sqm | 700 ₹2,80,000 | 750 ₹3,00,000 | 811 ₹3,24,400 | 680 ₹2,72,000 | 700 ₹2,80,000 | 725 ₹2,90,000 | 690 ₹2,76,000 | 620 ₹2,48,000 | 500 ₹2,00,000 Lowest | 690 ₹2,76,000 | 700 ₹2,80,000 | 750 ₹3,00,000 |
| 6.00 | S&F for Pre-painted galvalume aluminum zinc coating GI
based Plain steel sheet 0.50mm thick (TCT) of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified & directed. | 30 | Sqm | 700 ₹21,000 | 750 ₹22,500 | 811 ₹24,330 | 680 ₹20,400 | 700 ₹21,000 | 730 ₹21,900 | 690 ₹20,700 | 620 ₹18,600 | 500 ₹15,000 Lowest | 700 ₹21,000 | 700 ₹21,000 | 550 ₹16,500 |
| 7.00 | M&L for preparation of newly steel surface and applying two coats of synthetic enamel paint over a coat on red oxide on steel surface of any description over 10cm grith or width, not otherwise described, complete all as specified and directed. | 80 | Sqm | 50 ₹4,000 | 50 ₹4,000 | 44 ₹3,520 | 40 ₹3,200 | 70 ₹5,600 | 40 ₹3,200 | 60 ₹4,800 | 70 ₹5,600 | 250 ₹20,000 | 30 ₹2,400 Lowest | 55 ₹4,400 | 55 ₹4,400 |
| 8.00 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil complete. | 200 | Sqm | 40 ₹8,000 | 250 ₹50,000 | 111 ₹22,200 | 30 ₹6,000 | 40 ₹8,000 | 20 ₹4,000 Lowest | 20 ₹4,000 Lowest | 25 ₹5,000 | 100 ₹20,000 | 20 ₹4,000 Lowest | 25 ₹5,000 | 100 ₹20,000 |
| 9.00 | M&L for hard core broken stone or boulders of gauge n. exc. 63mm, deposited, spread and levelled in layers n. exc. 15cm thick, water and rammed to a true surface complete all as specified and directed. | 20 | Cum | 2,000 ₹40,000 | 260 ₹5,200 Lowest | 4,111 ₹82,220 | 2,400 ₹48,000 | 2,000 ₹40,000 | 700 ₹14,000 | 1,700 ₹34,000 | 1,700 ₹34,000 | 4,000 ₹80,000 | 1,200 ₹24,000 | 2,000 ₹40,000 | 400 ₹8,000 |
| 10.00 | M&L 100 mm thick PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in sub base of floor complete all as specified and as directed. | 200 | Sqm | 300 ₹60,000 | 300 ₹60,000 | 555 ₹1,11,000 | 390 ₹78,000 | 450 ₹90,000 | 277 ₹55,400 | 400 ₹80,000 | 230 ₹46,000 | 750 ₹1,50,000 | 200 ₹40,000 Lowest | 250 ₹50,000 | 300 ₹60,000 |
Tender Value
₹38.8 L
EMD Value
₹77,600
Closing Date
5 Aug 2026, 6:00 pmClosed
GE EAST LUCKNOW
GE (EAST) Lucknow C/o 56 APO PIN-226002
PROVN OF COMMUNITY HALL-CUM-RECREATION CENTRE ALONGWITH TOILET AND BATHROOM AT BS MARG UNDER GE (EAST) LUCKNOW
2026_MES_778565_1
GE/E/LKO/T-73 OF 2026-27
Open Tender
Civil Works
Item Rate
GE EAST LUCKNOW
As per tender documents
8 documents required · 8 mandatory
₹500
GE(EAST) LUCKNOW
₹77,600
Yes
15 Sept 2026
14 Jul 2026
8 Aug 2026
14 Jul 2026
5 Aug 2026
29 Jul 2026
20 Jul 2026 - 25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of in post holes (or similar holes) each n exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubbles mixed with earth around in layers n exc 25cm thick complete all as specified and directed. | 18 | Each | - | - |
| 2 | M&L PCC (1:4:8) type D2 using 40 mm graded crushed stone aggregate as in foundation filling, complete all as specified and directed. | 5 | Cum | - | - |
| 3 | S&F mild steel work as in post including gusset plate of suitable size welded at both ends for anchoring and for fixing of purlin and rafter including special shaped washers etc complete all as specified and directed. | 1,500 | Kg | - | - |
| 4 | S&F mild steel rolled section as in main and cross beams, hip and jack rafters, purlins where connnected to common rafters and running rails and guides for sliding door etc confirming to Fe 410- W complete all as specified & directed. | 4,500 | Kg | - | - |
| 5 | S&F for prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.5mm thick (TCT) of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed. | 400 | Sqm | - | - |
| 6 | S&F for Pre-painted galvalume aluminum zinc coating GI
based Plain steel sheet 0.50mm thick (TCT) of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified & directed. | 30 | Sqm | - | - |
| 7 | M&L for preparation of newly steel surface and applying two coats of synthetic enamel paint over a coat on red oxide on steel surface of any description over 10cm grith or width, not otherwise described, complete all as specified and directed. | 80 | Sqm | - | - |
| 8Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil complete. | |||||
| 9M&L for hard core broken stone or boulders of gauge n. exc. 63mm, deposited, spread and levelled in layers n. exc. 15cm thick, water and rammed to a true surface complete all as specified and directed. | |||||
| 10M&L 100 mm thick PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in sub base of floor complete all as specified and as directed. | |||||
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