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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAdmitted-Finance 19 HAREN MUKHERJEE ROAD HAKIMPARA SILIGURI 734401 DIST DARJEELING | SILIGURI | DARJEELING | WB | 734401 | ₹49.9 L | L1 | Admitted-Finance |
| 2 | L2₹54.3 LAdmitted-Finance NEW BANSBARI NH 34 PO JHALJHALIA DIST MALDA PIN 732 102 | MALDAH | WEST BENGAL | 732102 | ₹54.3 L | L2 | Admitted-Finance |
| 3 | L3₹56.0 LAdmitted-Finance MN SARKAR ROAD MAHANANDAPARA SILIGURI 734401 | DARJEELING | WEST BENGAL | 734401 | ₹56.0 L | L3 | Admitted-Finance |
| 4 | L4₹56.4 LAdmitted-Finance 9 SARAT BOSE ROAD OPP KALIDHAR TRANSFORMER HAKIMPARA SILIGURI 734 001 | JALPAIGURI | WEST BENGAL | 734001 | ₹56.4 L | L4 | Admitted-Finance |
| 5 | L5₹56.8 LAdmitted-Finance 0 A K ENTERPRISES SADAR ROAD BALOD GANGA MAIYA BOOK DIPO NEAR BALOD CHHATTISGARH 491226 UDYAM CG 17 0002983 | BALOD | CHHATTISGARH | 491226 | ₹56.8 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ELECTRO WIR WAY L3 | M/s T K Das L1 | A K ENTERPRISES L5 | ASHISH ROY L4 | M/S EASTERN ENGINEERING L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/ Loose soil complete all as specified and directed. | 507 | Sqm | 25 ₹12,675 | 20 ₹10,140 | 25 ₹12,675 | 25 ₹12,675 | 20 ₹10,140 |
| 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. | 66.6 | Cum | 325 ₹21,645 | 250 ₹16,650 | 340 ₹22,644 | 330 ₹21,978 | 320 ₹21,312 |
| 3.00 | 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. | 42.3 | Cum | 125 ₹5,287.50 | 100 ₹4,230 | 140 ₹5,922 | 130 ₹5,499 | 120 ₹5,076 |
| 4.00 | 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. | 100.17 | Cum | 165 ₹16,528.05 | 80 ₹8,013.60 | 180 ₹18,030.60 | 190 ₹19,032.30 | 160 ₹16,027.20 |
| 5.00 | M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 73.35 | Cum | 1,900 ₹1.4 L | 1,550 ₹1.1 L | 1,900 ₹1.4 L | 1,975 ₹1.4 L | 1,850 ₹1.4 L |
| 6.00 | M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 5 | Cum | 4,900 ₹24,500 | 3,600 ₹18,000 | 4,850 ₹24,250 | 5,000 ₹25,000 | 4,800 ₹24,000 |
| 7.00 | M&L PCC 1:2:4 type B-1 (using 20 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. | 2.56 | Cum | 6,300 ₹16,128 | 5,200 ₹13,312 | 6,300 ₹16,128 | 6,400 ₹16,384 | 6,200 ₹15,872 |
| 8.00 | M&L PCC 1:3:6 type C-1 (using 20 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. | 1 | Cum | 5,300 ₹5,300 | 5,400 ₹5,400 | 5,300 ₹5,300 | 5,400 ₹5,400 | 5,200 ₹5,200 |
| 9.00 | 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. complete all as specified and as directed. | 0.6 | Cum | 7,300 ₹4,380 | 6,200 ₹3,720 | 7,300 ₹4,380 | 7,500 ₹4,500 | 7,200 ₹4,320 |
| 10.00 | M & L for providing Reinforced cement concrete 1:2:4, Type B-1, Nominal Mix using 20 mm graded stone aggregate as in foundation including rafts, footing, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. Note-(Reinforcement shall be measured and paid seperately) | 4 | CUM | 7,400 ₹29,600 | 6,500 ₹26,000 | 7,400 ₹29,600 | 7,400 ₹29,600 | 7,300 ₹29,200 |
Updated dates
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
25 Apr 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
PROVN OF TOILET BLOCK NEAR BLDG NO T 130 HARDSTANDING IN CC AND ADDN/ALTN AND SPL REPAIR TO BLDG NO P 30 UNDER AGE B/R-II AGE B/R-I AND AGE E/M OF GE SUKNA AT MIL STN
2026_MES_756873_1
GE Sukna/9020
Open Tender
Civil Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹87,000
27 Apr 2026
19 Mar 2026
27 Apr 2026
20 Mar 2026
25 Apr 2026
2 Apr 2026
20 Mar 2026 - 9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in Soft/ Loose soil complete all as specified and directed. | - | Sqm | - | - | |
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 | - | - | |
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 | - | - | |
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 for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | - | Cum | - | - | |
M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | - | Cum | - | - | |
M&L PCC 1:2:4 type B-1 (using 20 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 PCC 1:3:6 type C-1 (using 20 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. complete all as specified and as directed. | - | Cum | - | - | |
M & L for providing Reinforced cement concrete 1:2:4, Type B-1, Nominal Mix using 20 mm graded stone aggregate as in foundation including rafts, footing, foundation beams, plinth beams, bases for columns, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. Note-(Reinforcement shall be measured and paid seperately) | - | CUM | - | - |
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