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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | ₹44.0 L | L1 | Accepted-AOC Being the lowest bidder |
| 2 | L2₹45.0 L+₹1.0 L (2.28%)Rejected-Finance 10 UDAY SHANKAR SARANI SEVOKE ROAD SILIGURI DIST DARJEELING WB PIN 734 001 | JALPAIGURI | WEST BENGAL | 734001 | ₹45.0 L+₹1.0 L (2.28%) | L2 | Rejected-Finance Not lowest bidder |
| 3 | L3₹45.6 L+₹1.7 L (3.79%)Rejected-Finance MAJUMDER COLONY BURDWAN ROAD SILIGURI DIST DARJEELING WB PIN 734 014 | DARJEELING | WEST BENGAL | 734014 | ₹45.6 L+₹1.7 L (3.79%) | L3 | Rejected-Finance Not lowest bidder |
| 4 | L4₹46.0 L+₹2.0 L (4.55%)Rejected-Finance BHARAT NAGAR PO RABINDRA SARANI SILIGURI DIST DARJEELING PIN 734014 | DARJEELING | WEST BENGAL | 734014 | ₹46.0 L+₹2.0 L (4.55%) | L4 | Rejected-Finance Not lowest bidder |
| 5 | L5₹46.0 L+₹2.0 L (4.58%)Rejected-Finance | ₹46.0 L+₹2.0 L (4.58%) | L5 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | Paritosh Saha L2 | MUKHERJEE ENTERPRISE L1 | M/S KAR CONSTRUCTION L6 | M/S P. RAI CHOUDHURY AND CO. L3 | M/S SANKAR BHATTACHARYA L5 | TECHNOSOFT L7 | UNIVERSAL CONSTRUCTION L8 | BABA LOKENATH CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 800 | Sqm | 35 ₹28,000 | 30 ₹24,000 Lowest | 39 ₹31,200 | 38 ₹30,400 | 40 ₹32,000 | 42 ₹33,600 | 41 ₹32,800 | 37 ₹29,600 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 55 | Cum | 290 ₹15,950 | 220 ₹12,100 Lowest | 289 ₹15,895 | 295 ₹16,225 | 288 ₹15,840 | 340 ₹18,700 | 350 ₹19,250 | 330 ₹18,150 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 15 | Cum | 140 ₹2,100 | 100 ₹1,500 Lowest | 137 ₹2,055 | 142 ₹2,130 | 135 ₹2,025 | 140 ₹2,100 | 150 ₹2,250 | 130 ₹1,950 |
| 4.00 | Excavating in post holes( or similar holes) each n exc 0.50 cum , getting out,returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/ loose soil complete all as specified and directed. | 165 | Each | 220 ₹36,300 | 180 ₹29,700 Lowest | 233 ₹38,445 | 225 ₹37,125 | 230 ₹37,950 | 235 ₹38,775 | 242 ₹39,930 | 230 ₹37,950 |
| 5.00 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 40 | Cum | 280 ₹11,200 | 150 ₹6,000 Lowest | 245 ₹9,800 | 280 ₹11,200 | 238 ₹9,520 | 325 ₹13,000 | 328 ₹13,120 | 310 ₹12,400 |
| 6.00 | M&L for hardcore of gauge n.exc. 63 mm, with broken stone or boulder, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 80 | Cum | 2,200 ₹1,76,000 | 2,100 ₹1,68,000 Lowest | 2,290 ₹1,83,200 | 2,250 ₹1,80,000 | 2,280 ₹1,82,400 | 2,160 ₹1,72,800 | 2,230 ₹1,78,400 | 2,100 ₹1,68,000 Lowest |
| 7.00 | M&L for cement concrete 1:4:8 type D2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 36 | Cum | 5,900 ₹2,12,400 | 5,500 ₹1,98,000 Lowest | 6,100 ₹2,19,600 | 5,950 ₹2,14,200 | 6,000 ₹2,16,000 | 5,800 ₹2,08,800 | 5,900 ₹2,12,400 | 6,000 ₹2,16,000 |
| 8.00 | M&L for PCC type C1,1:3:6 using 20mm graded crushed stone agg,in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 5 | Cum | 6,300 ₹31,500 | 6,000 ₹30,000 Lowest | 6,350 ₹31,750 | 6,350 ₹31,750 | 6,200 ₹31,000 | 6,500 ₹32,500 | 6,700 ₹33,500 | 6,400 ₹32,000 |
| 9.00 | M&L for brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 35 | Cum | 7,600 ₹2,66,000 | 7,500 ₹2,62,500 Lowest | 7,750 ₹2,71,250 | 7,700 ₹2,69,500 | 7,700 ₹2,69,500 | 7,500 ₹2,62,500 Lowest | 7,550 ₹2,64,250 | 7,800 ₹2,73,000 |
| 10.00 | M&L for rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to comman rafters and running rails fixed with angle cleats or other connecting plates conforming to Fe 410 W (Gde E-250) quality-A including welded to rafter,purlin complete all as specified and directed. | 11,050 | Kg | 140 ₹15,47,000 Lowest | 140 ₹15,47,000 Lowest | 143 ₹15,80,150 | 141 ₹15,58,050 | 142 ₹15,69,100 | 143 ₹15,80,150 | 144 ₹15,91,200 | 144 ₹15,91,200 |
Tender Value
₹42.7 L
EMD Value
₹85,420
Closing Date
30 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF CAR SCOOTER SHED IN CERTAIN MD ACCN AT C ZONE UNDER AGE BR II OF GE BENGDUBI
2026_MES_770797_1
8842/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹85,420
Yes
19 Sept 2026
9 Jun 2026
2 Jul 2026
9 Jun 2026
30 Jun 2026
23 Jun 2026
10 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed. | 800 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 55 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 15 | Cum | - | - |
| 4 | Excavating in post holes( or similar holes) each n exc 0.50 cum , getting out,returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/ loose soil complete all as specified and directed. | 165 | Each | - | - |
| 5 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 40 | Cum | - | - |
| 6 | M&L for hardcore of gauge n.exc. 63 mm, with broken stone or boulder, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 80 | Cum | - | - |
| 7 | M&L for cement concrete 1:4:8 type D2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 36 | Cum | - | - |
| 8 | M&L for PCC type C1,1:3:6 using 20mm graded crushed stone agg,in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed. | 5 | Cum | - | - |
| 9 | M&L for brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 35 | Cum | - | - |
| 10 | M&L for rolled sections as in main and cross beams, hip and jack rafters, purlins where connected to comman rafters and running rails fixed with angle cleats or other connecting plates conforming to Fe 410 W (Gde E-250) quality-A including welded to rafter,purlin complete all as specified and directed. | 11,050 | Kg | - | - |
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