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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-Finance | ₹23.2 L | L1 | Accepted-Finance ELIGIBLE |
| 2 | L2₹24.7 L+₹1.5 L (6.60%)Accepted-Finance | ₹24.7 L+₹1.5 L (6.60%) | L2 | Accepted-Finance ELIGIBLE |
| 3 | L3₹24.9 L+₹1.7 L (7.18%)Accepted-Finance | ₹24.9 L+₹1.7 L (7.18%) | L3 | Accepted-Finance ELIGIBLE |
| 4 | L4₹25.6 L+₹2.4 L (10.3%)Accepted-Finance | ₹25.6 L+₹2.4 L (10.3%) | L4 | Accepted-Finance ELIGIBLE |
| 5 | L5₹25.8 L+₹2.6 L (11.3%)Accepted-Finance OLD HASIMARA PO HASIMARA DISTT ALIIPURDUAR WB PIN 735215 | HASIMARA | ALIPURDUAR | WEST BENGAL | 735215 | ₹25.8 L+₹2.6 L (11.3%) | L5 | Accepted-Finance ELIGIBLE |
| Sl No | Description | Qty | Unit | M/S ROY ENTERPRISE L3 | SHRI D P AGARWAL L2 | M/S RATHIN ENTERPRISES L7 | M/S DEY ENTERPRISE L8 | M/S. KUMAR CONSTRUCTION CO. L6 | M/S. NARENDRA KUMAR GARG L1 | M/S BIJAY KUMAR SHIVA L5 | M/S. JOGINDER KUMAR GOYAL L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/loose soil. | 106.92 | Cum | 515 ₹55,063.8 | 535 ₹57,202.2 | 550 ₹58,806 | 560 ₹59,875.2 | 538 ₹57,522.96 | 500 ₹53,460 Lowest | 530 ₹56,667.6 | 525 ₹56,133 |
| 2.00 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil etc complete all as specified | 41.99 | Cum | 361 ₹15,158.39 | 375 ₹15,746.25 | 385 ₹16,166.15 | 392 ₹16,460.08 | 377 ₹15,830.23 | 350 ₹14,696.5 Lowest | 371 ₹15,578.29 | 368 ₹15,452.32 |
| 3.00 | Removal of excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified | 66.83 | Cum | 309 ₹20,650.47 | 321 ₹21,452.43 | 330 ₹22,053.9 | 336 ₹22,454.88 | 323 ₹21,586.09 | 300 ₹20,049 Lowest | 318 ₹21,251.94 | 315 ₹21,051.45 |
| 4.00 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified. | 18.51 | Cum | 7,210 ₹1,33,457.1 | 7,490 ₹1,38,639.9 | 7,700 ₹1,42,527 | 7,840 ₹1,45,118.4 | 7,525 ₹1,39,287.75 | 6,000 ₹1,11,060 Lowest | 7,420 ₹1,37,344.2 | 7,350 ₹1,36,048.5 |
| 5.00 | M&L fly ash Brick work using modular size bricks with sub class 'B' bricks curved on plan with mean radius not exc 6m with bricks roughly cut to radius or bricks with wedge shaped joints built in cement mortar 1:6 complete all as specified | 73.42 | Cum | 7,725 ₹5,67,184.95 | 8,025 ₹5,89,211.55 | 8,250 ₹6,05,731.5 | 8,400 ₹6,16,744.8 | 8,063 ₹5,92,001.59 | 7,150 ₹5,24,967.3 Lowest | 7,950 ₹5,83,704.9 | 7,875 ₹5,78,198.25 |
| 6.00 | M&L for RCC (nominal mix) 1:1.5:3 type B1 using 20 mm graded stone aggregate as in beam, cantilevers, bressummers, lintels over 1.5 m span and similar work complete all as specified
Note - Reinforcement and form work shall be measured and paid separately. | 3.38 | Cum | 9,476 ₹31,981.5 | 9,844 ₹33,223.5 | 10,120 ₹34,155 | 10,304 ₹34,776 | 9,890 ₹33,378.75 | 9,000 ₹30,375 Lowest | 9,752 ₹32,913 | 9,660 ₹32,602.5 |
| 7.00 | Mild Steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified | 214.83 | Kg | 135 ₹29,002.05 | 152 ₹32,654.16 | 156 ₹33,513.48 | 159 ₹34,157.97 | 147 ₹31,580.01 | 132 ₹28,357.56 Lowest | 151 ₹32,439.33 | 149 ₹32,009.67 |
| 8.00 | M&L for external rendering 20 mm thick in two layer, first layer shall be of 10 mm thick CM 1:6 and second layer of finishing coat shall be 10 mm thick in CM 1:4 mixed with WPC @200 ml by per 50 Kg of cement on brick work or concrete surfaces of wall and finished even and fair complete all as specified
Note-WPC shall be measured and paid seperately. | 220.03 | Sqm | 342 ₹75,249.58 | 385 ₹84,710.78 | 396 ₹87,131.09 | 403 ₹88,671.28 | 373 ₹82,070.44 | 320 ₹70,408.96 Lowest | 382 ₹84,050.7 | 378 ₹83,170.58 |
| 9.00 | Supply only Liquid water proofing compound all as specified | 6.64 | Ltr | 233 ₹1,547.12 Lowest | 262 ₹1,739.68 | 270 ₹1,792.8 | 274 ₹1,819.36 | 254 ₹1,686.56 | 245 ₹1,626.8 | 260 ₹1,726.4 | 257 ₹1,706.48 |
| 10.00 | M & L for precast concrete type B0 1:2:4 (12.5 mm graded aggregate) louvers and jallies / jafri, 25 mm thick (measured solid) including all moulding complete all as specified | 156.25 | Sqm | 808 ₹1,26,250 | 910 ₹1,42,187.5 | 935 ₹1,46,093.75 | 952 ₹1,48,750 | 880 ₹1,37,500 | 800 ₹1,25,000 Lowest | 901 ₹1,40,781.25 | 893 ₹1,39,531.25 |
Tender Value
₹22.1 L
EMD Value
₹44,300
Closing Date
30 Jul 2026, 6:00 pmClosed
GE (S) BINNAGURI
GE (SOUTH) BINNAGURI, PO - BINNAGURI, DISTT - JALPAIGURI, PIN - 735232
As per tender docus
2026_MES_777354_1
8901/E8
Open Tender
Civil Works
Item Rate
180 days
GE (S) BINNAGURI
Class E and Category a(i)
7 documents required · 7 mandatory
₹500
GE (S) BINNAGURI
₹44,300
Yes
22 Sept 2026
9 Jul 2026
3 Aug 2026
9 Jul 2026
30 Jul 2026
23 Jul 2026
9 Jul 2026 - 23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in soft/loose soil. | 106.92 | Cum | - | - |
| 2 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil etc complete all as specified | 41.99 | Cum | - | - |
| 3 | Removal of excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified | 66.83 | Cum | - | - |
| 4 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified. | 18.51 | Cum | - | - |
| 5 | M&L fly ash Brick work using modular size bricks with sub class 'B' bricks curved on plan with mean radius not exc 6m with bricks roughly cut to radius or bricks with wedge shaped joints built in cement mortar 1:6 complete all as specified | 73.42 | Cum | - | - |
| 6 | M&L for RCC (nominal mix) 1:1.5:3 type B1 using 20 mm graded stone aggregate as in beam, cantilevers, bressummers, lintels over 1.5 m span and similar work complete all as specified
Note - Reinforcement and form work shall be measured and paid separately. | 3.38 | Cum | - | - |
| 7 | Mild Steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified | 214.83 | Kg | - | - |
| 8 | M&L for external rendering 20 mm thick in two layer, first layer shall be of 10 mm thick CM 1:6 and second layer of finishing coat shall be 10 mm thick in CM 1:4 mixed with WPC @200 ml by per 50 Kg of cement on brick work or concrete surfaces of wall and finished even and fair complete all as specified
Note-WPC shall be measured and paid seperately. | 220.03 | Sqm | - | - |
| 9 | Supply only Liquid water proofing compound all as specified | 6.64 | Ltr | - | - |
| 10 | M & L for precast concrete type B0 1:2:4 (12.5 mm graded aggregate) louvers and jallies / jafri, 25 mm thick (measured solid) including all moulding complete all as specified | 156.25 | Sqm | - | - |
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