Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.1 LAccepted-AOC MADHUPUR DIGLIPUR NORTH ANDAMAN 744202 | DIGLIPUR | NORTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744202 | L1 | Accepted-AOC Being the lowest bidder | |
| 2 | L2₹43.6 L+₹52,945 (1.23%)Rejected-Finance B 8 2ND FLOOR VIVEKANANDA SUPER MARKET HILL CART ROAD SILIGURI 734001 | SILIGURI | DARJEELING | WEST BENGAL | 734001 | L2 | Rejected-Finance Not being the lowest bidder | |
| 3 | L3₹45.1 L+₹2.0 L (4.71%)Rejected-Finance 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | L3 | Rejected-Finance Not being the lowest bidder | |
| 4 | L4₹45.4 L+₹2.3 L (5.43%)Rejected-Finance 10 UDAY SHANKAR SARANI SEVOKE ROAD SILIGURI DIST DARJEELING WB PIN 734 001 | JALPAIGURI | WEST BENGAL | 734001 | L4 | Rejected-Finance Not being the lowest bidder | |
| 5 | L5₹45.6 L+₹2.6 L (5.96%)Rejected-Finance | L5 | Rejected-Finance Not being the lowest bidder |
| Sl No | Description | Qty | Unit | Paritosh Saha L4 | MUKHERJEE ENTERPRISE L3 | SRI A B SEN L5 | M/S P. RAI CHOUDHURY AND CO. L7 | TECHNOSOFT L2 | M/S SANKAR BHATTACHARYA L6 | UNIVERSAL CONSTRUCTION L8 | M/S MARUTI BUILDERS L11 | Binod Hawlader L1 | M/S UTTAM ENTERPRISES L10 | PANKAJ KUNDU L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 110 | Cum | 220 ₹24,200 | 198 ₹21,780 | 194 ₹21,340 | 210 ₹23,100 | 200 ₹22,000 | 202 ₹22,220 | 190 ₹20,900 Lowest | 215 ₹23,650 | 300 ₹33,000 | 212 ₹23,320 | 205 ₹22,550 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 63 | Cum | 110 ₹6,930 | 108 ₹6,804 | 104 ₹6,552 | 120 ₹7,560 | 100 ₹6,300 Lowest | 113 ₹7,119 | 120 ₹7,560 | 115 ₹7,245 | 270 ₹17,010 | 114 ₹7,182 | 105 ₹6,615 |
| 3.00 | 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. | 47 | Cum | 150 ₹7,050 | 172 ₹8,084 | 165 ₹7,755 | 160 ₹7,520 | 150 ₹7,050 | 174 ₹8,178 | 140 ₹6,580 Lowest | 146 ₹6,862 | 210 ₹9,870 | 164 ₹7,708 | 145 ₹6,815 |
| 4.00 | M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 20 | Cum | 4,500 ₹90,000 | 4,128 ₹82,560 | 4,122 ₹82,440 Lowest | 4,450 ₹89,000 | 4,200 ₹84,000 | 4,131 ₹82,620 | 4,600 ₹92,000 | 4,218 ₹84,360 | 5,000 ₹1,00,000 | 4,346 ₹86,920 | 4,350 ₹87,000 |
| 5.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 55 | Cum | 12,500 ₹6,87,500 | 13,112 ₹7,21,160 | 12,720 ₹6,99,600 | 11,900 ₹6,54,500 | 11,500 ₹6,32,500 | 13,114 ₹7,21,270 | 12,200 ₹6,71,000 | 12,772 ₹7,02,460 | 9,000 ₹4,95,000 Lowest | 12,388 ₹6,81,340 | 13,000 ₹7,15,000 |
| 6.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 14 | Cum | 12,500 ₹1,75,000 | 13,000 ₹1,82,000 | 12,720 ₹1,78,080 | 11,900 ₹1,66,600 | 11,600 ₹1,62,400 | 13,013 ₹1,82,182 | 12,200 ₹1,70,800 | 12,782 ₹1,78,948 | 9,000 ₹1,26,000 Lowest | 12,412 ₹1,73,768 | 12,900 ₹1,80,600 |
| 7.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 16 | Cum | 12,500 ₹2,00,000 | 12,998 ₹2,07,968 | 12,720 ₹2,03,520 | 11,900 ₹1,90,400 | 11,600 ₹1,85,600 | 13,000 ₹2,08,000 | 12,200 ₹1,95,200 | 12,792 ₹2,04,672 | 9,000 ₹1,44,000 Lowest | 12,397 ₹1,98,352 | 12,800 ₹2,04,800 |
| 8.00 | Supply only integral water proofing compound liquid grade conforming to IS-2645 complete all as specified and directed. | 40 | Ltr | 250 ₹10,000 | 226 ₹9,040 | 238 ₹9,520 | 230 ₹9,200 | 240 ₹9,600 | 233 ₹9,320 | 220 ₹8,800 Lowest | 246 ₹9,840 | 450 ₹18,000 | 228 ₹9,120 | 235 ₹9,400 |
| 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. | 125 | Cum | 8,200 ₹10,25,000 | 8,240 ₹10,30,000 | 7,960 ₹9,95,000 | 8,000 ₹10,00,000 | 7,950 ₹9,93,750 | 8,244 ₹10,30,500 | 8,100 ₹10,12,500 | 7,898 ₹9,87,250 Lowest | 9,000 ₹11,25,000 | 8,116 ₹10,14,500 | 7,985 ₹9,98,125 |
| 10.00 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical to rough finished surface complete all as specified and directed. | 380 | Sqm | 500 ₹1,90,000 | 572 ₹2,17,360 | 514 ₹1,95,320 | 550 ₹2,09,000 | 515 ₹1,95,700 | 576 ₹2,18,880 | 500 ₹1,90,000 | 543 ₹2,06,340 | 400 ₹1,52,000 Lowest | 577 ₹2,19,260 | 525 ₹1,99,500 |
Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
30 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVN OF SECURITY WALL FITTED WITH Y SHAPE ANGLE AT THE REAR OTM AREA TO THE OFFRS MESS OF TECH AREA UNDER AGE BR I OF GE BENGDUBI
2026_MES_770801_1
8844/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹87,200
Yes
20 Aug 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 | 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. | 110 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 63 | Cum | - | - |
| 3 | 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. | 47 | Cum | - | - |
| 4 | M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 20 | Cum | - | - |
| 5 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 55 | Cum | - | - |
| 6 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 14 | Cum | - | - |
| 7 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 16 | Cum | - | - |
| 8 | Supply only integral water proofing compound liquid grade conforming to IS-2645 complete all as specified and directed. | 40 | Ltr | - | - |
| 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. | 125 | Cum | - | - |
| 10 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical to rough finished surface complete all as specified and directed. | 380 | Sqm | - | - |
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.41 MB
TENDER8844.pdf
Tender Documents • 0.98 MB
BOQ_863191.xls
BOQ • 0.28 MB
AmendmentNo.pdf
PDF • 0.20 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .