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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.3 LAdmitted-Finance SIMULBARI T E PO VILL SIMULBARI PS KURSEONG DIST DARJEELING PIN 734009 WEST BENGAL | KURSEONG | DARJEELING | WEST BENGAL | 734009 | L1 | Admitted-Finance | |
| 2 | L2₹42.7 L+₹2.4 L (5.94%)Admitted-Finance RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | L2 | Admitted-Finance | |
| 3 | L3₹44.2 L+₹3.9 L (9.77%)Admitted-Finance VILL DANGAPARA NEAR SAHID BEDI PO RAHARAH PS KHARDAH KOLKATA 700 118 | 24 PARAGANAS NORTH | WEST BENGAL | 700118 | L3 | Admitted-Finance | |
| 4 | L4₹44.4 L+₹4.2 L (10.3%)Admitted-Finance HAKIMPARA NEAR PAKURTALA MORE SILIGURI 734 001 | DARJEELING | WEST BENGAL | 734001 | L4 | Admitted-Finance | |
| 5 | L5₹44.5 L+₹4.2 L (10.5%)Admitted-Finance 54 SATYEN BOSE ROAD DESHBANDHUPARA SILIGURI 734 004 | JALPAIGURI | WEST BENGAL | 734004 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S ASHRAFI CONSTRUCTION L8 | SHRI N.DAS L4 | MAURYA CONSTRUCTIONS L2 | M/S G S ASSOCIATES L5 | SHANTI UDYOG L3 | M/S EASTERN ENGINEERING L6 | SHIVALAYA ENTERPRISES L1 | SHRI ARUN BHATTACHERJEE L7 | VICKY ENTERPRISES L10 | ASHISH ROY L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 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. | 3.5 | Cum | 300 ₹1,050 | 250 ₹875 | 350 ₹1,225 | 200 ₹700 Lowest | 245 ₹857.5 | 241 ₹843.5 | 240 ₹840 | 250 ₹875 | 230 ₹805 | 250 ₹875 |
| 2.00 | 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. | 3 | Cum | 140 ₹420 | 100 ₹300 | 300 ₹900 | 50 ₹150 Lowest | 95 ₹285 | 91 ₹273 | 90 ₹270 | 100 ₹300 | 80 ₹240 | 105 ₹315 |
| 3.00 | 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. | 180 | Each | 105 ₹18,900 | 100 ₹18,000 | 130 ₹23,400 | 100 ₹18,000 | 97 ₹17,460 | 91 ₹16,380 | 90 ₹16,200 Lowest | 100 ₹18,000 | 102 ₹18,360 | 100 ₹18,000 |
| 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. | 0.5 | Cum | 160 ₹80 | 100 ₹50 | 200 ₹100 | 100 ₹50 | 98 ₹49 | 91 ₹45.5 | 90 ₹45 | 100 ₹50 | 80 ₹40 Lowest | 105 ₹52.5 |
| 5.00 | 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. | 51.87 | Cum | 4,980 ₹2,58,312.6 | 4,700 ₹2,43,789 | 4,700 ₹2,43,789 | 3,500 ₹1,81,545 Lowest | 4,660 ₹2,41,714.2 | 4,655 ₹2,41,454.85 | 3,800 ₹1,97,106 | 4,700 ₹2,43,789 | 4,800 ₹2,48,976 | 4,750 ₹2,46,382.5 |
| 6.00 | 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. | 4.5 | Cum | 5,500 ₹24,750 | 5,000 ₹22,500 | 6,000 ₹27,000 | 4,560 ₹20,520 | 5,010 ₹22,545 | 4,995 ₹22,477.5 | 4,500 ₹20,250 Lowest | 5,000 ₹22,500 | 4,970 ₹22,365 | 5,020 ₹22,590 |
| 7.00 | 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. | 3.24 | Cum | 6,030 ₹19,537.2 | 5,800 ₹18,792 | 6,000 ₹19,440 | 5,590 ₹18,111.6 Lowest | 5,860 ₹18,986.4 | 5,855 ₹18,970.2 | 5,850 ₹18,954 | 6,000 ₹19,440 | 5,670 ₹18,370.8 | 5,950 ₹19,278 |
| 8.00 | M&L for Precast Reinforced Cement concrete 1:2:4 type B0 (Using 12.5 mm graded stone aggregate) in 25 mm thick (measured solid) Jallies or louvers including all mouldings set jointed in CM 1:4 but excluding frame including demolition of existing cement concrete complete all as specified and directed. | 63 | Sqm | 1,050 ₹66,150 | 890 ₹56,070 | 300 ₹18,900 Lowest | 1,000 ₹63,000 | 910 ₹57,330 | 905 ₹57,015 | 900 ₹56,700 | 1,000 ₹63,000 | 1,000 ₹63,000 | 1,020 ₹64,260 |
| 9.00 | M & L for providing Reinforced cement concrete (1:2:4) type B-1 Nominal Mix using 20 mm graded stone aggregate as in slab supported on walls ,beams and coloumns in floors,roofs,landings, kitchen slabs etc complete all as specified and directed.
(Note :- Reinforcement shall be measured and paid separately.) | 1.65 | Cum | 7,300 ₹12,045 | 6,000 ₹9,900 | 6,400 ₹10,560 | 6,000 ₹9,900 | 6,000 ₹9,900 | 6,105 ₹10,073.25 | 6,100 ₹10,065 | 6,000 ₹9,900 | 5,950 ₹9,817.5 Lowest | 6,200 ₹10,230 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
3 Sept 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
REPAIR TO FOOTHPATH, HARDSTANDING, DRAIN, BOUNDARY WALL AND FENCING AT ZONE B UNDER AGE B/R-II OF GE SUKNA AT MIL STN SUKNA
2026_MES_784297_1
GE Sukna/9131
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹90,000
11 Sept 2026
13 Aug 2026
5 Sept 2026
14 Aug 2026
3 Sept 2026
27 Aug 2026
14 Aug 2026 - 3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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. | 3.5 | Cum | - | - |
| 2 | 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. | 3 | Cum | - | - |
| 3 | 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. | 180 | Each | - | - |
| 4 | 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. | 0.5 | Cum | - | - |
| 5 | 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. | 51.87 | Cum | - | - |
| 6 | 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. | 4.5 | Cum | - | - |
| 7 | 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. | 3.24 | Cum | - | - |
| 8 | M&L for Precast Reinforced Cement concrete 1:2:4 type B0 (Using 12.5 mm graded stone aggregate) in 25 mm thick (measured solid) Jallies or louvers including all mouldings set jointed in CM 1:4 but excluding frame including demolition of existing cement concrete complete all as specified and directed. | 63 | Sqm | - | - |
| 9 | M & L for providing Reinforced cement concrete (1:2:4) type B-1 Nominal Mix using 20 mm graded stone aggregate as in slab supported on walls ,beams and coloumns in floors,roofs,landings, kitchen slabs etc complete all as specified and directed.
(Note :- Reinforcement shall be measured and paid separately.) | 1.65 | Cum | - | - |
| 10 | M & L for providing Reinforced cement concrete (1:1.5:3) A-1 Nominal Mix using 20 mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span and like complete all as specified and directed.
(Note :- Reinforcement shall be measured and paid separately.) | 3.5 | Cum | - | - |
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