Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-AOC KHAPRAIL BAZAR PO NEW CHAMTA DIST DARJEELING WEST BENGAL PIN 734 009 | DARJEELING | WEST BENGAL | 734009 | ₹49.4 L Quoted ₹49.9 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹60.7 LRejected-Finance NEW BANSBARI NH 34 PO JHALJHALIA DIST MALDA PIN 732 102 | MALDAH | WEST BENGAL | 732102 | ₹60.7 L | L2 | Rejected-Finance Not Lowest Bidder |
| 3 | L3₹60.8 LRejected-Finance VIVEKANANDAPALLY UPPER BAGDOGRA DIST DARJEELING WB PIN 734 014 | UPPER BAGDOGRA | DARJEELING | WB | 734014 | ₹60.8 L | L3 | Rejected-Finance Not Lowest Bidder |
| 4 | L4₹61.2 LRejected-Finance ATUL PRASAD SARANI DUDH MORE SILIGURI 734006 DARJEELING WB | JALPAIGURI | WEST BENGAL | 734006 | ₹61.2 L | L4 | Rejected-Finance Not Lowest Bidder |
| 5 | L5₹61.3 LRejected-Finance VILL DANGAPARA NEAR SAHID BEDI PO RAHARAH PS KHARDAH KOLKATA 700 118 | 24 PARAGANAS NORTH | WEST BENGAL | 700118 | ₹61.3 L | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S A C PAUL L3 | M/S RANEN PAL L6 | MS UNITY CONSTRUCTION CO L4 | M/s T K Das L7 | SHANTI UDYOG L5 | M/S EASTERN ENGINEERING L2 | D K SARKAR L1 | A K ENTERPRISES L9 | ASHISH ROY L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas not exceeding 1.5 M deep and getting out in Soft/ Loose Soil complete all as specified and directed. | 4.6 | Cum | 13 ₹59.80 | 20 ₹92 | 16 ₹73.60 | 21 ₹96.60 | 20 ₹92 | 15 ₹69 | 220 ₹1,012 | 20 ₹92 | 18 ₹82.80 |
| 2.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in soft / loose soil complete all as specified and directed. | 80 | Cum | 300 ₹24,000 | 320 ₹25,600 | 310 ₹24,800 | 330 ₹26,400 | 340 ₹27,200 | 320 ₹25,600 | 240 ₹19,200 | 380 ₹30,400 | 350 ₹28,000 |
| 3.00 | Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m in depth but not exc. 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in soft / loose soil complete all as specified and directed. | 10.5 | Cum | 350 ₹3,675 | 370 ₹3,885 | 360 ₹3,780 | 380 ₹3,990 | 400 ₹4,200 | 380 ₹3,990 | 290 ₹3,045 | 450 ₹4,725 | 420 ₹4,410 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 52.4 | Cum | 118 ₹6,183.20 | 125 ₹6,550 | 122 ₹6,392.80 | 130 ₹6,812 | 150 ₹7,860 | 120 ₹6,288 | 110 ₹5,764 | 200 ₹10,480 | 140 ₹7,336 |
| 5.00 | Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in Soft/ Loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed. | 94 | Each | 125 ₹11,750 | 135 ₹12,690 | 129 ₹12,126 | 140 ₹13,160 | 150 ₹14,100 | 130 ₹12,220 | 130 ₹12,220 | 200 ₹18,800 | 150 ₹14,100 |
| 6.00 | Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 43 | Cum | 150 ₹6,450 | 160 ₹6,880 | 155 ₹6,665 | 165 ₹7,095 | 170 ₹7,310 | 160 ₹6,880 | 140 ₹6,020 | 210 ₹9,030 | 180 ₹7,740 |
| 7.00 | M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 11.5 | Cum | 5,100 ₹58,650 | 5,400 ₹62,100 | 5,270 ₹60,605 | 5,520 ₹63,480 | 5,300 ₹60,950 | 5,200 ₹59,800 | 4,800 ₹55,200 | 5,250 ₹60,375 | 5,300 ₹60,950 |
| 8.00 | M&L for Plain Cement Concrete Type C2 1:3:6 (using 20 mm graded stone aggregate) in surface channels and drains including necessary formwork complete all as specified and directed. | 4 | Cum | 5,200 ₹20,800 | 5,500 ₹22,000 | 5,370 ₹21,480 | 5,620 ₹22,480 | 5,400 ₹21,600 | 5,300 ₹21,200 | 5,000 ₹20,000 | 5,350 ₹21,400 | 5,400 ₹21,600 |
| 9.00 | M&L PCC 1:2:4 type B-1 (using 12.5 mm graded crushed stone aggregate) as in copings, bed plates, bed block for holdfasts, filling in pressed steel door frames, benching, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork complete all as specified and directed. | 8 | Cum | 6,000 ₹48,000 | 6,360 ₹50,880 | 6,200 ₹49,600 | 6,500 ₹52,000 | 6,300 ₹50,400 | 6,200 ₹49,600 | 5,850 ₹46,800 | 6,250 ₹50,000 | 6,400 ₹51,200 |
| 10.00 | M&L Precast Reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in landing, cover slabs (for manholes etc), chullah hoods, chajja, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary forms, moulds etc including demolition of existing reinforced concrete complete all as specified and as directed. | 4 | Cum | 7,000 ₹28,000 | 7,420 ₹29,680 | 7,230 ₹28,920 | 7,585 ₹30,340 | 7,300 ₹29,200 | 7,200 ₹28,800 | 7,050 ₹28,200 | 7,250 ₹29,000 | 7,340 ₹29,360 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
11 Apr 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
REPAIRS TO SEWAGE, DRAINAGE AND ALLIED WORKS UNDER AGE B/R-I OF GE SUKNA MIL STN
2026_MES_757219_1
GE Sukna/9018
Open Tender
Civil Works
270 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹90,000
18 May 2026
21 Mar 2026
14 Apr 2026
22 Mar 2026
11 Apr 2026
4 Apr 2026
22 Mar 2026 - 11 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation over areas not exceeding 1.5 M deep and getting out in Soft/ Loose Soil complete all as specified and directed. | - | Cum | - | - | |
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in soft / loose soil complete all as specified and directed. | - | Cum | - | - | |
Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m in depth but not exc. 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in soft / loose soil complete all as specified and directed. | - | Cum | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | - | Cum | - | - | |
Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in Soft/ Loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed. | - | Each | - | - | |
Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | - | Cum | - | - | |
M&L PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | - | Cum | - | - | |
M&L for Plain Cement Concrete Type C2 1:3:6 (using 20 mm graded stone aggregate) in surface channels and drains including necessary formwork complete all as specified and directed. | - | Cum | - | - | |
M&L PCC 1:2:4 type B-1 (using 12.5 mm graded crushed stone aggregate) as in copings, bed plates, bed block for holdfasts, filling in pressed steel door frames, benching, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork complete all as specified and directed. | - | Cum | - | - | |
M&L Precast Reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in landing, cover slabs (for manholes etc), chullah hoods, chajja, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar 1:4 including necessary forms, moulds etc including demolition of existing reinforced concrete complete all as specified and as directed. | - | Cum | - | - |
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 • 0.17 MB
Tenderdoc9018.pdf
Tender Documents • 1.73 MB
BOQ_848192.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid