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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.9 LAccepted-AOC | L1 | Accepted-AOC DUE TO L1 | |
| 2 | L2₹49.9 L+₹94,671.60 (1.93%)Rejected-Finance | L2 | Rejected-Finance Due to L2 | |
| 3 | L3₹50.0 L+₹1.0 L (2.06%)Rejected-Finance | L3 | Rejected-Finance Due to L3 | |
| 4 | L4₹50.6 L+₹1.6 L (3.25%)Rejected-Finance | L4 | Rejected-Finance Due to L4 | |
| 5 | L5₹51.8 L+₹2.8 L (5.74%)Rejected-Finance | L5 | Rejected-Finance Due to L5 |
| Sl No | Description | Qty | Unit | M/S AK SINGH L5 | M/S Deep Construction L7 | NIHAR ENTERPRISE L4 | Chief Builders &Consultants L2 | THE SUPPLY AGENCY L1 | M/S DILIP GOSWAMI L8 | M/S RK SAHA AND CO L6 | 4S ASSOCIATES L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exc 15 cm deep in soft/ loose soil, complete all as specified and directed. | 40 | Sqm | 28 ₹1,120 | 27 ₹1,080 | 35 ₹1,400 | 32 ₹1,280 | 30 ₹1,200 | 25 ₹1,000 Lowest | 29 ₹1,160 | 30 ₹1,200 |
| 2.00 | Surface excavation not exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out, complete all as specified and directed. | 420 | Sqm | 30 ₹12,600 Lowest | 35 ₹14,700 | 60 ₹25,200 | 45 ₹18,900 | 32 ₹13,440 | 40 ₹16,800 | 32 ₹13,440 | 35 ₹14,700 |
| 3.00 | Excavation in trenches, not exc. 1.5 m wide and not exc. 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying pipe, cable, etc. n exc 10 sqm on plan and not exc. 1.5 m in depth and getting out in soft/ loose soil, complete all as specified and directed. | 65.52 | Cum | 325 ₹21,294 | 350 ₹22,932 | 300 ₹19,656 Lowest | 320 ₹20,966.4 | 300 ₹19,656 Lowest | 365 ₹23,914.8 | 340 ₹22,276.8 | 310 ₹20,311.2 |
| 4.00 | Removing excavated soils to a distance not exceeding 50 metres and depositing where directed at a level not exc. 1.5 m above the starting point, complete all as specified and directed. | 101.56 | Cum | 125 ₹12,695 | 135 ₹13,710.6 | 250 ₹25,390 | 270 ₹27,421.2 | 106 ₹10,765.36 Lowest | 148 ₹15,030.88 | 130 ₹13,202.8 | 115 ₹11,679.4 |
| 5.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, 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, complete all as specified and directed. | 4 | Each | 350 ₹1,400 Lowest | 400 ₹1,600 | 500 ₹2,000 | 480 ₹1,920 | 350 ₹1,400 Lowest | 412 ₹1,648 | 365 ₹1,460 | 355 ₹1,420 |
| 6.00 | Material and labour for, moorum/ red bajri filling in floors or pavings, laid in layers not exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and directed. | 46.5 | Cum | 2,350 ₹1,09,275 | 2,400 ₹1,11,600 | 2,800 ₹1,30,200 | 3,000 ₹1,39,500 | 2,000 ₹93,000 Lowest | 2,458 ₹1,14,297 | 2,365 ₹1,09,972.5 | 2,000 ₹93,000 Lowest |
| 7.00 | Material and labour for, hardcore of gauge not exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed. | 46.5 | Cum | 3,200 ₹1,48,800 | 3,300 ₹1,53,450 | 3,500 ₹1,62,750 | 3,300 ₹1,53,450 | 3,000 ₹1,39,500 Lowest | 3,452 ₹1,60,518 | 3,210 ₹1,49,265 | 3,100 ₹1,44,150 |
| 8.00 | Materials and labour for, plain cement concrete (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed. | 5.85 | Cum | 7,300 ₹42,705 Lowest | 7,400 ₹43,290 | 8,500 ₹49,725 | 9,000 ₹52,650 | 7,500 ₹43,875 | 7,514 ₹43,956.9 | 7,315 ₹42,792.75 | 7,650 ₹44,752.5 |
| 9.00 | Material and labour for, RCC (1:1.5:3) type A1 (using 20mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed. | 11.55 | Cum | 10,000 ₹1,15,500 | 11,500 ₹1,32,825 | 8,900 ₹1,02,795 Lowest | 9,200 ₹1,06,260 | 10,500 ₹1,21,275 | 12,500 ₹1,44,375 | 11,200 ₹1,29,360 | 10,750 ₹1,24,162.5 |
| 10.00 | Material and labour for, RCC (1:1.5:3) type A1 (using 20mm graded crushed stone aggregate) as in as in columns, pillars, piers, posts and struts, complete all as specified and directed. | 7.81 | Cum | 10,500 ₹82,005 | 11,000 ₹85,910 | 9,500 ₹74,195 | 9,200 ₹71,852 Lowest | 11,000 ₹85,910 | 12,400 ₹96,844 | 10,650 ₹83,176.5 | 11,275 ₹88,057.75 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
2 Sept 2025, 6:00 pmClosed
GARRISON ENGINEER JORHAT
GARRISON ENGINEER JORHAT
PROVISION OF SHED WITH HARDSTANDING FOR SPL VEHS AT 402 LT AD REGT COMP AND PROVISION OF STORE ROOM AT 270 COY ASC SUP AT BHALUKMARA UNDER GE JORHAT.
2025_MES_725999_1
8281/GE/E8
Open Tender
Civil Works
Item Rate
180 days
GE JORHAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹96,000
Yes
21 Oct 2025
13 Aug 2025
3 Sept 2025
13 Aug 2025
2 Sept 2025
27 Aug 2025
14 Aug 2025 - 16 Aug 2025
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