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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.6 LAdmitted-Finance 57 7 MEGHNAD SAHA SARANI SILIGURI DARJEELING WEST BENGAL 734 003 | DARJEELING | WEST BENGAL | 734003 | L1 | Admitted-Finance | |
| 2 | L2₹43.5 L+₹1.8 L (4.39%)Admitted-Finance RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | L2 | Admitted-Finance | |
| 3 | L3₹48.6 L+₹7.0 L (16.8%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹49.0 L+₹7.4 L (17.7%)Admitted-Finance EAST VIVEKANANDA PALLY MANGAL PANDEY SARANI PO RABINDRA SARANI SILIGURI 734 006 WB | JALPAIGURI | WEST BENGAL | 734006 | L4 | Admitted-Finance | |
| 5 | L5₹49.2 L+₹7.5 L (18.1%)Admitted-Finance NEW BANSBARI NH 34 PO JHALJHALIA DIST MALDA PIN 732 102 | MALDAH | WEST BENGAL | 732102 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DEEP ENTERPRISE L3 | DAS AND GHOSH CONSTRUCTION L8 | M/S A C PAUL L7 | MS UNITY CONSTRUCTION CO L9 | MAURYA CONSTRUCTIONS L2 | PS ENTERPRISE L4 | Foothill Traders L1 | A K ENTERPRISES L10 | VICKY ENTERPRISES L6 | M/S EASTERN ENGINEERING L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 270 ₹945 | 280 ₹980 | 270 ₹945 | 280 ₹980 | 350 ₹1,225 | 300 ₹1,050 | 260 ₹910 | 280 ₹980 | 245 ₹857.5 Lowest | 265 ₹927.5 |
| 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 | 97 ₹291 Lowest | 120 ₹360 | 102 ₹306 | 105 ₹315 | 300 ₹900 | 125 ₹375 | 100 ₹300 | 120 ₹360 | 98 ₹294 | 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. | 150 | Each | 90 ₹13,500 | 98 ₹14,700 | 92 ₹13,800 | 95 ₹14,250 | 130 ₹19,500 | 100 ₹15,000 | 90 ₹13,500 | 110 ₹16,500 | 88 ₹13,200 Lowest | 100 ₹15,000 |
| 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 | 124 ₹62 | 130 ₹65 | 123 ₹61.5 | 127 ₹63.5 | 200 ₹100 | 130 ₹65 | 130 ₹65 | 140 ₹70 | 110 ₹55 Lowest | 125 ₹62.5 |
| 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. | 53.23 | Cum | 3,870 ₹2,06,000.1 | 3,825 ₹2,03,604.75 | 3,880 ₹2,06,532.4 | 4,000 ₹2,12,920 | 4,700 ₹2,50,181 | 3,850 ₹2,04,935.5 | 3,800 ₹2,02,274 Lowest | 3,850 ₹2,04,935.5 | 4,200 ₹2,23,566 | 3,805 ₹2,02,540.15 |
| 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 | 4,600 ₹20,700 | 4,520 ₹20,340 | 4,590 ₹20,655 | 4,740 ₹21,330 | 5,000 ₹22,500 | 4,550 ₹20,475 | 4,700 ₹21,150 | 4,550 ₹20,475 | 4,650 ₹20,925 | 4,505 ₹20,272.5 Lowest |
| 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 | 6,490 ₹21,027.6 | 6,570 ₹21,286.8 | 6,690 ₹21,675.6 | 6,900 ₹22,356 | 6,000 ₹19,440 | 6,575 ₹21,303 | 6,200 ₹20,088 | 6,650 ₹21,546 | 600 ₹1,944 Lowest | 6,555 ₹21,238.2 |
| 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. | 60 | Sqm | 6,900 ₹4,14,000 | 6,862 ₹4,11,720 | 7,000 ₹4,20,000 | 7,230 ₹4,33,800 | 500 ₹30,000 Lowest | 6,875 ₹4,12,500 | 960 ₹57,600 | 6,950 ₹4,17,000 | 6,500 ₹3,90,000 | 6,855 ₹4,11,300 |
| 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 | 6,960 ₹11,484 | 7,100 ₹11,715 | 7,330 ₹12,094.5 | 6,400 ₹10,560 Lowest | 6,975 ₹11,508.75 | 6,500 ₹10,725 | 7,050 ₹11,632.5 | 6,800 ₹11,220 | 6,955 ₹11,475.75 |
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 A UNDER AGE B/R-II OF GE SUKNA AT MIL STN SUKNA
2026_MES_784069_1
GE Sukna/9130
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹90,000
12 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. | 150 | 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. | 53.23 | 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. | 60 | 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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