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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC | ₹35.0 L Quoted ₹36.5 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹36.9 L+₹40,536.10 (1.11%)Rejected-Finance | ₹36.9 L+₹40,536.10 (1.11%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹37.5 L+₹1.0 L (2.75%)Rejected-Finance VILLAGE DEORA P O PACHAUR DIST SINGRAULI M P 486886 | SINGRAULI | MADHYA PRADESH | 486886 | ₹37.5 L+₹1.0 L (2.75%) | L3 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | ASHISH CONSTRUCTION COMPANY L3 | S R CONSTRUCTIONS L2 | M/s ASS Construction Co L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead up to 50 m and lift up to 1.5m, complete all as specified and directed. | 23.4 | Cum | 350 ₹8,190 | 195 ₹4,563 | 50 ₹1,170 Lowest |
| 2.00 | All as per Sl No. 01 above but exc 1.5m deep and n exc 3.0m deep and -ditto- | 22.86 | Cum | 300 ₹6,858 | 195 ₹4,457.7 | 50 ₹1,143 Lowest |
| 3.00 | All as per Sl No. 01 above but exc 3.0 m deep and n exc 4.5 m deep and -ditto- | 2.21 | Cum | 300 ₹663 | 235 ₹519.35 | 50 ₹110.5 Lowest |
| 4.00 | Excavation in trenches, n. exc.1.5m wide and n.exc. 1.5m deep; for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc etc n.exc.10 Sqm on plan and not exc 1.5 m depth and getting out in any type of soil complete all as specified and directed. | 56.83 | Cum | 300 ₹17,049 | 235 ₹13,355.05 | 50 ₹2,841.5 Lowest |
| 5.00 | Removing excavated material n. exc.50mtr and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and directed.. | 49.57 | Cum | 300 ₹14,871 | 65 ₹3,222.05 | 50 ₹2,478.5 Lowest |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming, in layers not exc 25 cm complete all as specified and directed | 1.54 | Cum | 300 ₹462 | 135 ₹207.9 | 50 ₹77 Lowest |
| 7.00 | M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation, drain in softloose soil an getting out complete all as specified and directed. | 2.18 | Cum | 4,500 ₹9,810 | 4,000 ₹8,720 Lowest | 5,000 ₹10,900 |
| 8.00 | M&L Brickwork with sub class 'B' (old size) bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:4 complete all as specified and directed. | 12.56 | Cum | 7,000 ₹87,920 Lowest | 7,000 ₹87,920 Lowest | 7,000 ₹87,920 Lowest |
| 9.00 | M&L for rendering 10 mm thick in CM 1:4 with on bricks masonry or concrete surfaces on fair faces of brick masonry, finished even and smooth without using extra cement complete all as specified and directed. | 4.34 | Sqm | 285 ₹1,236.9 | 250 ₹1,085 Lowest | 300 ₹1,302 |
| 10.00 | M&L TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips and complete all as specified and directed. | 1,448.39 | Kg | 105 ₹1,52,080.95 | 85 ₹1,23,113.15 Lowest | 90 ₹1,30,355.1 |
Tender Value
Refer Docs
EMD Value
₹77,000
Closing Date
26 Jun 2026, 6:00 pmClosed
Aayush Kumar Singh
Holta camp palampur
PROVN OF RAIN WATER HARVESTING AT JCOS OR TST FACILITY AT PALAMPUR MIL STN
2026_MES_769449_1
GEP-14/2026-27
Open Tender
Civil Works
Item Rate
270 days
Palampur Mil Stn
As per tender documents
8 documents required · 8 mandatory
₹500
GE Palampur
₹77,000
21 Aug 2026
5 Jun 2026
3 Jul 2026
5 Jun 2026
26 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead up to 50 m and lift up to 1.5m, complete all as specified and directed. | 23.4 | Cum | - | - |
| 2 | All as per Sl No. 01 above but exc 1.5m deep and n exc 3.0m deep and -ditto- | 22.86 | Cum | - | - |
| 3 | All as per Sl No. 01 above but exc 3.0 m deep and n exc 4.5 m deep and -ditto- | 2.21 | Cum | - | - |
| 4 | Excavation in trenches, n. exc.1.5m wide and n.exc. 1.5m deep; for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc etc n.exc.10 Sqm on plan and not exc 1.5 m depth and getting out in any type of soil complete all as specified and directed. | - | Cum | - | - |
| 5 | Removing excavated material n. exc.50mtr and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and directed.. | - | Cum | - | - |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming, in layers not exc 25 cm complete all as specified and directed | 1.54 | Cum | - | - |
| 7 | M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation, drain in softloose soil an getting out complete all as specified and directed. | 2.18 | Cum | - | - |
| 8 | M&L Brickwork with sub class 'B' (old size) bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:4 complete all as specified and directed. | 12.56 | Cum | - | - |
| 9 | M&L for rendering 10 mm thick in CM 1:4 with on bricks masonry or concrete surfaces on fair faces of brick masonry, finished even and smooth without using extra cement complete all as specified and directed. | 4.34 | Sqm | - | - |
| 10 | M&L TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips and complete all as specified and directed. | - | Kg | - | - |
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