Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.4 LAdmitted-Finance | ₹46.4 L | L1 | Admitted-Finance |
| 2 | L2₹48.0 L+₹1.6 L (3.52%)Admitted-Finance 174 BAKSARA L M C SARANI JAMRULTALA HOWRAH WEST BENGAL 711110 | HOWRAH | WEST BENGAL | 711110 | ₹48.0 L+₹1.6 L (3.52%) | L2 | Admitted-Finance |
| 3 | L3₹48.2 L+₹1.8 L (3.97%)Admitted-Finance SUKANTAPALLI LOWER BAGDOGRA PO BAGDOGRA DISTRICT DARJEELING WEST BENGAL PIN 734014 | BAGDOGRA | DARJEELING | WEST BENGAL | 734014 | ₹48.2 L+₹1.8 L (3.97%) | L3 | Admitted-Finance |
| 4 | L4₹48.6 L+₹2.2 L (4.83%)Admitted-Finance 93 618 A MOHANTA PARA WARD NO 19 PO DIST JALPAIGURI PIN 735101 | JALPAIGURI | WEST BENGAL | 735101 | ₹48.6 L+₹2.2 L (4.83%) | L4 | Admitted-Finance |
| 5 | L5₹48.9 L+₹2.5 L (5.46%)Admitted-Finance | ₹48.9 L+₹2.5 L (5.46%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MS CHOWDHURY ENTERPRISE L2 | M/S R. K. INDUSTRIES L6 | CHAKRABORTY AND SONS L5 | M/S GURUNG CONSTRUCTION L3 | M/S POWER ENGINEERS L7 | J T ENTERPRISE L1 | SOMIK DAS L4 | KAMALA INDUSTRIES L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches in soft/loose soil n. exc 1.5m wide and n. exc1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sqm on plan and n.exc 1.5m in depth and getting out. in soft/loose soil complete all as specified and directed. | 574 | Cum | 350 ₹2,00,900 | 220 ₹1,26,280 Lowest | 290 ₹1,66,460 | 340 ₹1,95,160 | 250 ₹1,43,500 | 300 ₹1,72,200 | 325 ₹1,86,550 | 320 ₹1,83,680 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 344 | Cum | 110 ₹37,840 | 100 ₹34,400 Lowest | 105 ₹36,120 | 115 ₹39,560 | 100 ₹34,400 Lowest | 110 ₹37,840 | 160 ₹55,040 | 105 ₹36,120 |
| 3.00 | 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. | 70 | Each | 235 ₹16,450 | 230 ₹16,100 | 210 ₹14,700 Lowest | 240 ₹16,800 | 220 ₹15,400 | 220 ₹15,400 | 235 ₹16,450 | 210 ₹14,700 Lowest |
| 4.00 | M&L for Sand filling under floors or in foundation including watering and consolidated and compacted with clean dry sand complete all as specified and directed. | 2 | Cum | 1,750 ₹3,500 | 1,650 ₹3,300 | 2,000 ₹4,000 | 1,700 ₹3,400 | 1,700 ₹3,400 | 1,800 ₹3,600 | 1,900 ₹3,800 | 1,575 ₹3,150 Lowest |
| 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. | 230 | Cum | 185 ₹42,550 | 180 ₹41,400 Lowest | 185 ₹42,550 | 195 ₹44,850 | 195 ₹44,850 | 190 ₹43,700 | 210 ₹48,300 | 185 ₹42,550 |
| 6.00 | M&L for PCC 1:3:6 type C2, using 40mm graded stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 15 | Cum | 6,600 ₹99,000 | 6,500 ₹97,500 | 6,000 ₹90,000 Lowest | 6,450 ₹96,750 | 6,800 ₹1,02,000 | 6,500 ₹97,500 | 6,600 ₹99,000 | 6,600 ₹99,000 |
| 7.00 | M&L for providing plain Cement Concrete (1:3:6) type C2 using 40mm graded crushed stone aggregate as in surface channel and drain complete all as specified and directed. | 8 | Cum | 6,650 ₹53,200 | 6,700 ₹53,600 | 6,300 ₹50,400 Lowest | 6,500 ₹52,000 | 6,900 ₹55,200 | 6,500 ₹52,000 | 6,700 ₹53,600 | 6,750 ₹54,000 |
| 8.00 | M&L for PCC type B1, 1:2:4 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. | 4 | Cum | 6,900 ₹27,600 Lowest | 7,000 ₹28,000 | 7,600 ₹30,400 | 7,050 ₹28,200 | 7,400 ₹29,600 | 7,000 ₹28,000 | 7,200 ₹28,800 | 7,150 ₹28,600 |
| 9.00 | M&L for Providing precast cement concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed. | 3 | Cum | 7,450 ₹22,350 | 7,400 ₹22,200 Lowest | 7,700 ₹23,100 | 7,450 ₹22,350 | 7,550 ₹22,650 | 7,500 ₹22,500 | 7,400 ₹22,200 Lowest | 7,450 ₹22,350 |
| 10.00 | M&L for extra for forming fair finished drain or channel 30 cm inner girth using extra cement including forms moulds, mitred/stopped ends etc complete all as specified. | 120 | RM | 50 ₹6,000 | 35 ₹4,200 | 20 ₹2,400 Lowest | 35 ₹4,200 | 36 ₹4,320 | 40 ₹4,800 | 35 ₹4,200 | 37 ₹4,440 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
19 Aug 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
CLEANING AND REPAIR OF SEWAGE LINE MANHOLES AND DRAINAGE FOR OTM ACCN INCLUDING GRTE AND BAGDOGRA UNDER AGE BR II OF GE BENGDUBI
2026_MES_781112_1
8877/E8
Open Tender
Civil Works
Item Rate
300 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹90,000
Yes
29 Aug 2026
27 Jul 2026
21 Aug 2026
27 Jul 2026
19 Aug 2026
12 Aug 2026
28 Jul 2026 - 3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches in soft/loose soil n. exc 1.5m wide and n. exc1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10sqm on plan and n.exc 1.5m in depth and getting out. in soft/loose soil complete all as specified and directed. | 574 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 344 | Cum | - | - |
| 3 | 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. | 70 | Each | - | - |
| 4 | M&L for Sand filling under floors or in foundation including watering and consolidated and compacted with clean dry sand complete all as specified and directed. | 2 | Cum | - | - |
| 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. | 230 | Cum | - | - |
| 6 | M&L for PCC 1:3:6 type C2, using 40mm graded stone aggregate, as in foundation filling & mass concrete complete all as specified and directed. | 15 | Cum | - | - |
| 7 | M&L for providing plain Cement Concrete (1:3:6) type C2 using 40mm graded crushed stone aggregate as in surface channel and drain complete all as specified and directed. | 8 | Cum | - | - |
| 8 | M&L for PCC type B1, 1:2:4 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. | 4 | Cum | - | - |
| 9 | M&L for Providing precast cement concrete type B1, 1:2:4 using 20mm graded crushed stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed. | 3 | Cum | - | - |
| 10 | M&L for extra for forming fair finished drain or channel 30 cm inner girth using extra cement including forms moulds, mitred/stopped ends etc complete all as specified. | 120 | RM | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.32 MB
TENDER8877.pdf
Tender Documents • 0.88 MB
BOQ_875013.xls
BOQ • 0.32 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 .