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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-Finance 145 SAINIK NAGAR RAIBARELLI ROAD TELIBAGH LUCKNOW | ₹8.1 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹8.8 LRejected-Finance | ₹8.8 L | L2 | Rejected-Finance OTHER THAN LOWEST |
| 3 | L3₹8.9 LRejected-Finance | ₹8.9 L | L3 | Rejected-Finance OTHER THAN LOWEST |
| 4 | L4₹9.2 LRejected-Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 UDYAM JK 22 0002496 01AFRPJ1985K1Z4 R M | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹9.2 L | L4 | Rejected-Finance OTHER THAN LOWEST |
| 5 | L5₹9.2 LRejected-Finance 73 ASHUTOSH NAGAR NEAR KUNDAN GENERAL STORE OPP SARAD TIMBER P O MANAS NAGAR KRISHNA NAGAR LUCKNOW UP 226023 | LUCKNOW | LUCKNOW | UP | 226023 | ₹9.2 L | L5 | Rejected-Finance OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | M/S KAUSHIK CONSTRUCTION L1 | M/s Sachkhand Traders L9 | Matrubhoomi Construction L8 | Spectrum Enterprises L3 | MATRUBHOOMI ENTERPRISES L11 | MAA BHAWANI CONSTRUCTION L7 | Dwivedi Traders L6 | Shivam Enterprises L4 | SIDDHI VINAYAK CONSTRUCTION L10 | suniltraders L5 | M/s Bhadoria Associates L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and and avg 15 cm deep and getting out soft and loose soil complete all as specified and directed. | 6 | Sqm | 40 ₹240 | 52 ₹312 | 50 ₹300 | 200 ₹1,200 | 56 ₹336 | 50 ₹300 | 50 ₹300 | 20 ₹120 | 50 ₹300 | 100 ₹600 | 100 ₹600 |
| 2.00 | M&L for hard core of gauge not exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick watered and rammed to a true surface of broken stone complete all as specified and directed. | 2.52 | Cum | 2,400 ₹6,048 | 2,800 ₹7,056 | 4,000 ₹10,080 | 3,500 ₹8,820 | 4,500 ₹11,340 | 2,300 ₹5,796 | 2,100 ₹5,292 | 2,000 ₹5,040 | 2,500 ₹6,300 | 3,000 ₹7,560 | 2,000 ₹5,040 |
| 3.00 | M&L for Earth filling in floors or pavings, laid in layers n.exc.15cm thick, spread,levelled and rammed including watering complete all as specified and directed. | 10.1 | Cum | 600 ₹6,060 | 2,100 ₹21,210 | 2,000 ₹20,200 | 200 ₹2,020 | 1,800 ₹18,180 | 1,200 ₹12,120 | 1,100 ₹11,110 | 400 ₹4,040 | 2,000 ₹20,200 | 850 ₹8,585 | 350 ₹3,535 |
| 4.00 | Removing excavated surplus material (Soils) n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed. | 1.6 | Cum | 300 ₹480 | 120 ₹192 | 100 ₹160 | 150 ₹240 | 90 ₹144 | 100 ₹160 | 100 ₹160 | 80 ₹128 | 100 ₹160 | 100 ₹160 | 200 ₹320 |
| 5.00 | M&L for fly ash brick straight or curved on plan to any radius, in half brick walls built in Cement mortar 1:4 complete all as specified and directed. | 7.24 | Sqm | 600 ₹4,344 | 7,200 ₹52,128 | 2,500 ₹18,100 | 6,000 ₹43,440 | 2,600 ₹18,824 | 6,500 ₹47,060 | 6,400 ₹46,336 | 800 ₹5,792 | 7,000 ₹50,680 | 8,500 ₹61,540 | 5,500 ₹39,820 |
| 6.00 | M & L for RCC M-25 design mix (using 20 mm graded stone agg) in foundation, bases for column etc. complete all as specified and directed. | 0.2 | Cum | 6,500 ₹1,300 | 6,500 ₹1,300 | 6,000 ₹1,200 | 7,000 ₹1,400 | 6,500 ₹1,300 | 5,500 ₹1,100 | 5,500 ₹1,100 | 8,000 ₹1,600 | 6,000 ₹1,200 | 6,500 ₹1,300 | 8,000 ₹1,600 |
| 7.00 | M & L for RCC M-25 design mix (using 20 mm graded stone agg) in beam cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and directed. | 3.77 | Cum | 6,500 ₹24,505 | 6,200 ₹23,374 | 6,000 ₹22,620 | 7,000 ₹26,390 | 6,500 ₹24,505 | 5,700 ₹21,489 | 5,700 ₹21,489 | 8,000 ₹30,160 | 6,000 ₹22,620 | 6,500 ₹24,505 | 8,000 ₹30,160 |
| 8.00 | M & L for formwork to sides and soffits of floor or roof beam, beam hauchings, girders, bressum-mers, lintels cantilever, shelves including supports, overhangs, etc also splays between floors and beams etc. complete all as specified and directed. | 27.87 | Sqm | 400 ₹11,148 | 402 ₹11,203.74 | 400 ₹11,148 | 500 ₹13,935 | 520 ₹14,492.40 | 400 ₹11,148 | 400 ₹11,148 | 300 ₹8,361 | 400 ₹11,148 | 500 ₹13,935 | 400 ₹11,148 |
| 9.00 | Mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. | 227.04 | Kg | 100 ₹22,704 | 120 ₹27,244.80 | 120 ₹27,244.80 | 100 ₹22,704 | 100 ₹22,704 | 91 ₹20,660.64 | 91 ₹20,660.64 | 95 ₹21,568.80 | 95 ₹21,568.80 | 120 ₹27,244.80 | 85 ₹19,298.40 |
| 10.00 | M&L for rendering 15 mm thick in cement and sand mortar 1:6 (Internally) on brick or concrete surfaces including finished even and smooth without using extra cement complete all as specified and directed. | 75 | Sqm | 200 ₹15,000 | 204 ₹15,300 | 350 ₹26,250 | 250 ₹18,750 | 300 ₹22,500 | 200 ₹15,000 | 200 ₹15,000 | 250 ₹18,750 | 200 ₹15,000 | 250 ₹18,750 | 200 ₹15,000 |
Tender Value
₹8.7 L
EMD Value
₹17,300
Closing Date
12 May 2026, 6:00 pmClosed
GE (WEST) LUCKNOW
GE (WEST) LUCKNOW PIN 226002 C/O 56 APO
COMPLETION OF INCOMPLETE BALANCE WORKS AGAINST PROVN OF BATHROOM AND TOILET FOR 07 NOS WC AND 05 NOS BATHROOM AT RSD LUCKNOW UNDER GE (WEST) LUCKNOW
2026_MES_761309_1
GE/W/LKO/T-02 OF 2026-27
Open Tender
Civil Works
180 days
LUCKNOW
AS PER NIT AND TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE (WEST) LUCKNOW
₹17,300
Yes
15 Jun 2026
21 Apr 2026
19 May 2026
21 Apr 2026
12 May 2026
5 May 2026
21 Apr 2026 - 28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30 cm deep and and avg 15 cm deep and getting out soft and loose soil complete all as specified and directed. | - | Sqm | - | - |
| 2 | M&L for hard core of gauge not exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick watered and rammed to a true surface of broken stone complete all as specified and directed. | - | Cum | - | - |
| 3 | M&L for Earth filling in floors or pavings, laid in layers n.exc.15cm thick, spread,levelled and rammed including watering complete all as specified and directed. | - | Cum | - | - |
| 4 | Removing excavated surplus material (Soils) n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed. | - | Cum | - | - |
| 5 | M&L for fly ash brick straight or curved on plan to any radius, in half brick walls built in Cement mortar 1:4 complete all as specified and directed. | - | Sqm | - | - |
| 6 | M & L for RCC M-25 design mix (using 20 mm graded stone agg) in foundation, bases for column etc. complete all as specified and directed. | - | Cum | - | - |
| 7 | M & L for RCC M-25 design mix (using 20 mm graded stone agg) in beam cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and directed. | - | Cum | - | - |
| 8 | M & L for formwork to sides and soffits of floor or roof beam, beam hauchings, girders, bressum-mers, lintels cantilever, shelves including supports, overhangs, etc also splays between floors and beams etc. complete all as specified and directed. | - | Sqm | - | - |
| 9 | Mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. | - | Kg | - | - |
| 10 | M&L for rendering 15 mm thick in cement and sand mortar 1:6 (Internally) on brick or concrete surfaces including finished even and smooth without using extra cement complete all as specified and directed. | - | Sqm | - | - |
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