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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAdmitted-Finance | ₹44.0 L | L1 | Admitted-Finance |
| 2 | L2₹44.5 LAdmitted-Finance | ₹44.5 L | L2 | Admitted-Finance |
| 3 | L3₹45.0 LAdmitted-Finance | ₹45.0 L | L3 | Admitted-Finance |
| 4 | L4₹45.3 LAdmitted-Finance | ₹45.3 L | L4 | Admitted-Finance |
| 5 | L5₹45.8 LAdmitted-Finance | ₹45.8 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sikha Traders L5 | M/S RAM AWADH SINGH L4 | M/S R N ENTERPRISES L7 | M/S MURPHEW ENTERPRISES L3 | M/S SUNRISE CONSTRUCTION AND CO L8 | M/S TP ENTERPRISE L1 | M/S R P M CONSTRUCTION L6 | polar agencies L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation/ and getting out in hard/dense soil complete all as specified and directed. | 379.61 | Cum | 1,148 ₹4,35,792.28 | 1,140 ₹4,32,755.4 | 1,160 ₹4,40,347.6 | 1,128 ₹4,28,200.08 | 1,140 ₹4,32,755.4 | 1,100 ₹4,17,571 Lowest | 1,157 ₹4,39,208.77 | 1,120 ₹4,25,163.2 |
| 2.00 | M&L for Hard core, (broken srone or boulders) broken to gauge exc 63 mm and n exc 100mm complete all as specified and directed. | 51.77 | Cum | 2,675 ₹1,38,471.38 | 2,670 ₹1,38,212.55 | 2,717 ₹1,40,645.51 | 2,662 ₹1,37,798.43 | 2,700 ₹1,39,765.5 | 2,600 ₹1,34,589 Lowest | 2,730 ₹1,41,318.45 | 2,650 ₹1,37,177.25 |
| 3.00 | M&L for cement concrete in foundations, filling and mass concrete D2, 1:4:8 (40mm graded aggregate). | 34.51 | Cum | 11,595 ₹4,00,143.45 | 11,590 ₹3,99,970.9 | 11,677 ₹4,02,973.27 | 11,600 ₹4,00,316 | 11,600 ₹4,00,316 | 11,500 ₹3,96,865 Lowest | 11,710 ₹4,04,112.1 | 11,570 ₹3,99,280.7 |
| 4.00 | Returning filling in incl spreading,levelling, watering and well ramming in layers n.exc 25cm in any type of soil. | 41.91 | Cum | 235 ₹9,847.68 | 230 ₹9,638.15 | 250 ₹10,476.25 | 230 ₹9,638.15 | 250 ₹10,476.25 | 220 ₹9,219.1 Lowest | 252 ₹10,560.06 | 225 ₹9,428.62 |
| 5.00 | Removal of surplus soil of distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all as specified and directed.. | 337.71 | Cum | 598 ₹2,01,947.59 | 590 ₹1,99,245.95 | 615 ₹2,07,688.58 | 480 ₹1,62,098.4 Lowest | 500 ₹1,68,852.5 | 480 ₹1,62,098.4 Lowest | 606 ₹2,04,649.23 | 485 ₹1,63,786.93 |
| 6.00 | M & L for RCC nominal mix (1:2:4) type B-1(20 mm graded stone aggregate) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of
footings; including attached pilaster and buttresses etc complete. | 155.3 | Cum | 11,385 ₹17,68,033.58 | 11,380 ₹17,67,257.1 | 11,600 ₹18,01,422 | 11,400 ₹17,70,363 | 11,700 ₹18,16,951.5 | 11,300 ₹17,54,833.5 Lowest | 11,800 ₹18,32,481 | 11,350 ₹17,62,598.25 |
| 7.00 | Use and waste flat form work to vertical faces of drain/retaining wall and similar work . | 295.8 | Sqm | 780 ₹2,30,724 | 775 ₹2,29,245 | 812 ₹2,40,189.6 | 772 ₹2,28,357.6 | 790 ₹2,33,682 | 750 ₹2,21,850 Lowest | 805 ₹2,38,119 | 760 ₹2,24,808 |
| 8.00 | Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips. complete all as specified and directed. | 4,935 | Kg | 168 ₹8,29,080 | 160 ₹7,89,600 | 167 ₹8,24,145 | 162 ₹7,99,470 | 178 ₹8,78,430 | 151 ₹7,45,185 Lowest | 159 ₹7,84,665 | 155 ₹7,64,925 |
| 9.00 | M& L for Providing precast ce- ment concrete in CM 1:4 type B-1 (1:2:4 , 20 mm graded aggregate) in landings, coverslabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces all as specified and directed. | 22.18 | CUM | 11,570 ₹2,56,680.45 | 11,560 ₹2,56,458.6 | 11,800 ₹2,61,783 | 11,650 ₹2,58,455.25 | 11,800 ₹2,61,783 | 11,500 ₹2,55,127.5 Lowest | 11,750 ₹2,60,673.75 | 11,550 ₹2,56,236.75 |
| 10.00 | M&L rendering 15mm thick in CM 1:4 on concrete outer surfaces finished even and smooth without using extra cement . | 443.7 | Sqm | 510 ₹2,26,287 | 500 ₹2,21,850 | 528 ₹2,34,273.6 | 498 ₹2,20,962.6 | 520 ₹2,30,724 | 490 ₹2,17,413 Lowest | 524 ₹2,32,498.8 | 496 ₹2,20,075.2 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
24 Aug 2026, 6:00 pmClosed
Maj Rohit Gogoi
GE 859 EWS
PROVN OF STORM WATER DRAINAGE ALONGWITH COVER SLAB FOR COVER OF DRAINAGE FROM COOK HOUSE TO MAIN ROAD AT 223 FD REGT/ 44 FD REGT AT BAISAKHI MIL STN UNDER GE 859 EWS
2026_MES_783912_1
9076/E8
Open Tender
Civil Works
Item Rate
180 days
Baishaki
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE 859 EWS
₹86,000
Yes
27 Aug 2026
11 Aug 2026
25 Aug 2026
11 Aug 2026
24 Aug 2026
18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation/ and getting out in hard/dense soil complete all as specified and directed. | 379.61 | Cum | - | - |
| 2 | M&L for Hard core, (broken srone or boulders) broken to gauge exc 63 mm and n exc 100mm complete all as specified and directed. | 51.77 | Cum | - | - |
| 3 | M&L for cement concrete in foundations, filling and mass concrete D2, 1:4:8 (40mm graded aggregate). | 34.51 | Cum | - | - |
| 4 | Returning filling in incl spreading,levelling, watering and well ramming in layers n.exc 25cm in any type of soil. | 41.91 | Cum | - | - |
| 5 | Removal of surplus soil of distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all as specified and directed.. | 337.71 | Cum | - | - |
| 6 | M & L for RCC nominal mix (1:2:4) type B-1(20 mm graded stone aggregate) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of
footings; including attached pilaster and buttresses etc complete. | 155.3 | Cum | - | - |
| 7 | Use and waste flat form work to vertical faces of drain/retaining wall and similar work . | 295.8 | Sqm | - | - |
| 8 | Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips. complete all as specified and directed. | 4,935 | Kg | - | - |
| 9 | M& L for Providing precast ce- ment concrete in CM 1:4 type B-1 (1:2:4 , 20 mm graded aggregate) in landings, coverslabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces all as specified and directed. | 22.19 | CUM | - | - |
| 10 | M&L rendering 15mm thick in CM 1:4 on concrete outer surfaces finished even and smooth without using extra cement . | 443.7 | Sqm | - | - |
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