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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹40.6 L+₹99,606 (2.51%)Admitted-Finance AMRITBASTI GARIDHURA PO SIMULBARI PS KURSEONG DIST DARJEELING WB 734009 | DARJEELING | WEST BENGAL | 734009 | L2 | Admitted-Finance | |
| 3 | L3₹41.8 L+₹2.2 L (5.54%)Admitted-Finance MANINDRA BHAWAN HILL CART ROAD SILIGURI 734 401 | 734401 | L3 | Admitted-Finance | |
| 4 | L4₹47.1 L+₹7.4 L (18.8%)Admitted-Finance ATUL PRASAD SARANI DUDH MORE SILIGURI 734006 DARJEELING WB | JALPAIGURI | WEST BENGAL | 734006 | L4 | Admitted-Finance | |
| 5 | L5₹47.1 L+₹7.5 L (18.9%)Admitted-Finance VILL DANGAPARA NEAR SAHID BEDI PO RAHARAH PS KHARDAH KOLKATA 700 118 | 24 PARAGANAS NORTH | WEST BENGAL | 700118 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DEEP ENTERPRISE L6 | MS UNITY CONSTRUCTION CO L4 | SHANTI UDYOG L5 | Janata Enterprises L7 | A K ENTERPRISES L10 | BIMAN CHAKRABORTY L3 | VICKY ENTERPRISES L9 | N B CIVILTECH L1 | LAL BAHDUR THAPA L2 | ASHISH ROY L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Note 1:- (Applicable for all parts/items) : The bidders/contractors are advised to read tender documents & all corrigendum / amendments and general condition of contracts before entry / quoting the rates. Note 2:- Attention to bidder is hereby invited to upload revised BOQ if published during their bid submission. Uploading of incorrect / pre-revised BOQ shall be treated as non-bonafide and rejected. Fixed credit has been given in tender documents which shall be taken into account during acceptance of bid / tender. | |||||||||||||
| 1.01 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 404 | Sqm | 20 ₹8,080 | 20 ₹8,080 | 22 ₹8,888 | 22 ₹8,888 | 32 ₹12,928 | 22 ₹8,888 | 20 ₹8,080 | 10 ₹4,040 Lowest | 50 ₹20,200 | 23 ₹9,292 |
| 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. | 8 | Cum | 260 ₹2,080 | 230 ₹1,840 | 250 ₹2,000 | 250 ₹2,000 | 270 ₹2,160 | 250 ₹2,000 | 248 ₹1,984 | 180 ₹1,440 Lowest | 300 ₹2,400 | 260 ₹2,080 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 1.6 | Cum | 103 ₹164.8 | 100 ₹160 | 110 ₹176 | 105 ₹168 | 125 ₹200 | 105 ₹168 | 100 ₹160 | 80 ₹128 Lowest | 155 ₹248 | 115 ₹184 |
| 4.00 | 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. | 67 | Cum | 140 ₹9,380 | 137 ₹9,179 | 150 ₹10,050 | 140 ₹9,380 | 160 ₹10,720 | 140 ₹9,380 | 138 ₹9,246 | 50 ₹3,350 Lowest | 200 ₹13,400 | 150 ₹10,050 |
| 5.00 | 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. | 60.6 | Cum | 1,650 ₹99,990 | 1,647 ₹99,808.2 | 1,630 ₹98,778 | 1,660 ₹1,00,596 | 1,710 ₹1,03,626 | 1,660 ₹1,00,596 | 1,725 ₹1,04,535 | 1,950 ₹1,18,170 | 1,300 ₹78,780 Lowest | 1,680 ₹1,01,808 |
| 6.00 | 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. | 15 | Cum | 4,450 ₹66,750 | 4,180 ₹62,700 | 4,210 ₹63,150 | 4,200 ₹63,000 | 4,250 ₹63,750 | 4,200 ₹63,000 | 4,320 ₹64,800 | 3,700 ₹55,500 Lowest | 5,200 ₹78,000 | 4,250 ₹63,750 |
| 7.00 | M&L for providing pain 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. | 4 | Cum | 4,700 ₹18,800 | 4,350 ₹17,400 | 4,430 ₹17,720 | 4,450 ₹17,800 | 4,500 ₹18,000 | 4,450 ₹17,800 | 4,365 ₹17,460 | 3,800 ₹15,200 Lowest | 5,400 ₹21,600 | 4,500 ₹18,000 |
| 8.00 | M&L for Providing, cement concrete 1:2:4 type-B1 using 20mm graded crushed stone aggregate in lintels upto 1.5m clear span, cills, steps;roof padding, 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 10.24 | Cum | 6,410 ₹65,638.4 | 6,350 ₹65,024 | 6,400 ₹65,536 | 6,400 ₹65,536 | 6,500 ₹66,560 | 6,400 ₹65,536 | 6,690 ₹68,505.6 | 5,500 ₹56,320 Lowest | 7,500 ₹76,800 | 6,450 ₹66,048 |
| 9.00 | M&L for brickwork with old size burnt bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 30 | Cum | 8,900 ₹2,67,000 | 8,526 ₹2,55,780 | 8,650 ₹2,59,500 | 8,500 ₹2,55,000 | 8,900 ₹2,67,000 | 11,800 ₹3,54,000 | 8,890 ₹2,66,700 | 8,200 ₹2,46,000 | 5,000 ₹1,50,000 Lowest | 8,570 ₹2,57,100 |
Tender Value
₹43.7 L
EMD Value
₹87,360
Closing Date
27 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
ADDN/ ALTN TO SPECIAL VEHICLE PARKING SHED AT RKT REGT AND PROVN OF PARKING HARDSTANDING AREA NEAR IDSC AT CC UNDER AGE B/R-I, AGE B/R-II OF GE SUKNA AT MIL STN SUKNA
2026_MES_791138_1
GE Sukna/9194
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹87,360
3 Nov 2026
25 Sept 2026
29 Oct 2026
26 Sept 2026
27 Oct 2026
20 Oct 2026
26 Sept 2026 - 27 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 404 | 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. | 8 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 1.6 | Cum | - | - |
| 4 | 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. | 67 | Cum | - | - |
| 5 | 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. | 60.6 | Cum | - | - |
| 6 | 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. | 15 | Cum | - | - |
| 7 | M&L for providing pain 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. | 4 | Cum | - | - |
| 8 | M&L for Providing, cement concrete 1:2:4 type-B1 using 20mm graded crushed stone aggregate in lintels upto 1.5m clear span, cills, steps;roof padding, 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed. | 10.24 | Cum | - | - |
| 9 | M&L for brickwork with old size burnt bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 30 | Cum | - | - |
| 10 | M&L forFormwork to edges of concrete flats, breaks in floors, openings
in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. complete all as specified and directed. | 6 | Sqm | - | - |
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