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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 LAdmitted-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | L1 | Admitted-Finance | |
| 2 | L2₹43.9 L+₹5.3 L (13.7%)Admitted-Finance C O R N BIHANI VPO SIMULBARI TE DISTT DARJEELING PIN 734009 WB | DARJEELING | WEST BENGAL | 734009 | L2 | Admitted-Finance | |
| 3 | L3₹44.4 L+₹5.8 L (14.9%)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+₹5.8 L (15.0%)Admitted-Finance EAST VIVEKANANDA PALLY MANGAL PANDEY SARANI PO RABINDRA SARANI SILIGURI 734 006 WB | JALPAIGURI | WEST BENGAL | 734006 | L4 | Admitted-Finance | |
| 5 | L5₹44.8 L+₹6.1 L (15.8%)Admitted-Finance SIMULBARI T E PO VILL SIMULBARI PS KURSEONG DIST DARJEELING PIN 734009 WEST BENGAL | SIMULBARI | DARJEELING | WEST BENGAL | 734009 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PS ENTERPRISE L4 | M/S GLORIOUS CONSTRUCTION L7 | R N SAH N CO L5 | M/S A C PAUL L8 | SHANTI UDYOG L3 | ASHISH ROY L6 | VICKY ENTERPRISES L2 | A K ENTERPRISES L1 | M/S EASTERN ENGINEERING 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. | 42 | Cum | 312 ₹13,104 | 195 ₹8,190 | 230 ₹9,660 | 170 ₹7,140 Lowest | 210 ₹8,820 | 195 ₹8,190 | 170 ₹7,140 Lowest | 180 ₹7,560 | 205 ₹8,610 |
| 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. | 6.3 | Cum | 138 ₹869.4 | 115 ₹724.5 | 115 ₹724.5 | 105 ₹661.5 | 150 ₹945 | 125 ₹787.5 | 85 ₹535.5 Lowest | 110 ₹693 | 125 ₹787.5 |
| 3.00 | 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. | 35.7 | Cum | 208 ₹7,425.6 | 135 ₹4,819.5 | 125 ₹4,462.5 | 120 ₹4,284 | 140 ₹4,998 | 140 ₹4,998 | 50 ₹1,785 Lowest | 130 ₹4,641 | 150 ₹5,355 |
| 4.00 | M&L for plain cement concrete, Type B2 1:2:4 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 116.8 | Cum | 3,875 ₹4,52,600 Lowest | 5,000 ₹5,84,000 | 5,100 ₹5,95,680 | 4,800 ₹5,60,640 | 4,830 ₹5,64,144 | 4,950 ₹5,78,160 | 5,600 ₹6,54,080 | 4,090 ₹4,77,712 | 4,900 ₹5,72,320 |
| 5.00 | 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. | 7 | Cum | 3,923 ₹27,461 | 3,800 ₹26,600 | 4,100 ₹28,700 | 3,600 ₹25,200 | 3,700 ₹25,900 | 3,775 ₹26,425 | 4,000 ₹28,000 | 2,800 ₹19,600 Lowest | 3,700 ₹25,900 |
| 6.00 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in surface channel and drain to even and smooth surface using extra cement including necessary form work, complete all as specified and directed. | 3.82 | Cum | 3,875 ₹14,802.5 Lowest | 5,200 ₹19,864 | 5,350 ₹20,437 | 4,800 ₹18,336 | 4,800 ₹18,336 | 4,975 ₹19,004.5 | 5,700 ₹21,774 | 4,200 ₹16,044 | 4,900 ₹18,718 |
| 7.00 | M&L PCC PCC 1:2:4 type BO using 12.8mm graded stone aggregate in coping of poles, wall, top of drain and similar work etc, including necessary form work, completed all as specified and directed | 12 | Cum | 5,775 ₹69,300 | 4,850 ₹58,200 | 5,400 ₹64,800 | 4,850 ₹58,200 | 4,850 ₹58,200 | 5,025 ₹60,300 | 5,850 ₹70,200 | 4,250 ₹51,000 Lowest | 5,000 ₹60,000 |
| 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. | 1.5 | Cum | 3,650 ₹5,475 | 4,250 ₹6,375 | 4,750 ₹7,125 | 4,100 ₹6,150 | 4,050 ₹6,075 | 4,225 ₹6,337.5 | 4,000 ₹6,000 | 3,600 ₹5,400 Lowest | 4,200 ₹6,300 |
| 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. | 9.32 | Cum | 6,300 ₹58,716 | 5,950 ₹55,454 | 5,850 ₹54,522 | 5,200 ₹48,464 | 5,150 ₹47,998 | 5,370 ₹50,048.4 | 6,200 ₹57,784 | 4,200 ₹39,144 Lowest | 5,300 ₹49,396 |
Tender Value
₹43.2 L
EMD Value
₹86,420
Closing Date
5 Oct 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
SPL REPAIR OF DRAINAGE FROM BLDG NO P-71 TO P-79 AND PROVN OF DRAINAGE AT JCOS MESS UNDER AGE B/R-II OF GE SUKNA AT MIL STN SUKNA
2026_MES_787709_1
GE Sukna/9169
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹86,420
9 Oct 2026
3 Sept 2026
7 Oct 2026
4 Sept 2026
5 Oct 2026
21 Sept 2026
4 Sept 2026 - 28 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. | 42 | 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. | 6.3 | Cum | - | - |
| 3 | 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. | 35.7 | Cum | - | - |
| 4 | M&L for plain cement concrete, Type B2 1:2:4 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 116.8 | Cum | - | - |
| 5 | 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. | 7 | Cum | - | - |
| 6 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in surface channel and drain, hardstanding including necessary form work complete all as specified and directed. | 3.82 | Cum | - | - |
| 7 | 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. | 12 | Cum | - | - |
| 8 | 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. | 1.5 | Cum | - | - |
| 9 | 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. | 9.32 | Cum | - | - |
| 10 | M & L for brick work with sub class ‘B’ old size bricks straight or curved on plan n.exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed. | 342.5 | Cum | - | - |
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