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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.4 LAccepted-AOC YOL CAMP TEH DHARAMSHALA DISTT KANGRA HP | YOL | KANGRA | HIMACHAL PRADESH | 176052 | ₹30.4 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹32.1 L+₹1.7 L (5.51%)Rejected-Finance VILLAGE DEORA P O PACHAUR DIST SINGRAULI M P 486886 | SINGRAULI | MADHYA PRADESH | 486886 | ₹32.1 L+₹1.7 L (5.51%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹32.6 L+₹2.1 L (7.06%)Rejected-Finance | ₹32.6 L+₹2.1 L (7.06%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹37.8 L+₹7.4 L (24.3%)Rejected-Finance | ₹37.8 L+₹7.4 L (24.3%) | L4 | Rejected-Finance Other than lowest |
| 5 | L5₹37.8 L+₹7.4 L (24.4%)Rejected-Finance NEAR CIVIL HOSPITAL WARD NO 07 VPO CHOWARI DISTT CHAMBA HP 176302 | CHOWARI | CHAMBA | HP | 176302 | ₹37.8 L+₹7.4 L (24.4%) | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | m/S Varun Gupta L5 | M/S THAKUR ENTERPRISES L4 | ASHISH CONSTRUCTION COMPANY L2 | M/S AMOLAK SINGH AND SONS L1 | M/s ASS Construction Co L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in all kind of soil 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 any type of soil and disposal of excavated earth lead up to 50 m and lift up to 1.5m complete all as specified and directed. | 520 | Cum | 355 ₹1,84,600 | 250 ₹1,30,000 | 250 ₹1,30,000 | 250 ₹1,30,000 | 100 ₹52,000 Lowest |
| 2.00 | Earth work in excavation in ordinary rock 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 any type of soil and disposal of excavated earth lead up to 50 m and lift up to 1.5m complete all as specified and directed. | 220 | Cum | 255 ₹56,100 | 250 ₹55,000 | 250 ₹55,000 | 250 ₹55,000 | 100 ₹22,000 Lowest |
| 3.00 | M&L for plain Cement concrete 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 26.5 | Cum | 5,255 ₹1,39,257.5 | 5,000 ₹1,32,500 | 4,000 ₹1,06,000 | 3,000 ₹79,500 Lowest | 8,000 ₹2,12,000 |
| 4.00 | Returning, filling, including spreading, levelling, watering and well ramming, in layers not exc 25 cm complete all as specified and directed. | 622.5 | Cum | 125 ₹77,812.5 | 250 ₹1,55,625 | 200 ₹1,24,500 | 75 ₹46,687.5 Lowest | 100 ₹62,250 |
| 5.00 | M&L RCC M-25 Design mix as in foundations, including rafts, footings, foundation beams; plinth beams; base of columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 98 | Cum | 8,000 ₹7,84,000 | 8,500 ₹8,33,000 | 7,000 ₹6,86,000 Lowest | 7,050 ₹6,90,900 | 7,500 ₹7,35,000 |
| 6.00 | M&L RCC M-25 Design mix as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 85 | Cum | 8,500 ₹7,22,500 | 8,500 ₹7,22,500 | 7,000 ₹5,95,000 Lowest | 7,350 ₹6,24,750 | 8,000 ₹6,80,000 |
| 7.00 | Use and waste form work flat, rough finished surface to side of concrete foundation, footing, plinth beam and similar work vertical or batter complete all as specified and directed. | 75 | Sqm | 255 ₹19,125 | 150 ₹11,250 Lowest | 430 ₹32,250 | 180 ₹13,500 | 200 ₹15,000 |
| 8.00 | Use and waste form work flat, rough finished surface of walls, retaining wall, abutments, parapets etc vertical or batter complete all as specified and directed. | 490 | Sqm | 425 ₹2,08,250 | 150 ₹73,500 Lowest | 440 ₹2,15,600 | 350 ₹1,71,500 | 300 ₹1,47,000 |
| 9.00 | S&F mild steel TMT 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 complete all as specified and directed. | 11,160 | Kg | 120 ₹13,39,200 | 120 ₹13,39,200 | 92 ₹10,26,720 | 88 ₹9,82,080 Lowest | 90 ₹10,04,400 |
| 10.00 | Hand packing (any thickness) using broken stone or boulders at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed. | 7 | Cum | 1,455 ₹10,185 | 3,000 ₹21,000 | 2,000 ₹14,000 | 2,500 ₹17,500 | 500 ₹3,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹68,000
Closing Date
17 Jul 2026, 6:00 pmClosed
Aayush Kumar Singh
Holta camp palampur
CONSTRUCTION OF RETAINING WALLS OF DAPS AT MIL STN PALAMPUR
2026_MES_773468_1
GEP-40/2026-27
Open Tender
Civil Works
Item Rate
270 days
Palampur Mil Stn
As per tender documents
8 documents required · 8 mandatory
₹500
GE Palampur
₹68,000
19 Sept 2026
19 Jun 2026
24 Jul 2026
19 Jun 2026
17 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in all kind of soil 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 any type of soil and disposal of excavated earth lead up to 50 m and lift up to 1.5m complete all as specified and directed. | 520 | Cum | - | - |
| 2 | Earth work in excavation in ordinary rock 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 any type of soil and disposal of excavated earth lead up to 50 m and lift up to 1.5m complete all as specified and directed. | 220 | Cum | - | - |
| 3 | M&L for plain Cement concrete 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 26.5 | Cum | - | - |
| 4 | Returning, filling, including spreading, levelling, watering and well ramming, in layers not exc 25 cm complete all as specified and directed. | - | Cum | - | - |
| 5 | M&L RCC M-25 Design mix as in foundations, including rafts, footings, foundation beams; plinth beams; base of columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 98 | Cum | - | - |
| 6 | M&L RCC M-25 Design mix as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. | 85 | Cum | - | - |
| 7 | Use and waste form work flat, rough finished surface to side of concrete foundation, footing, plinth beam and similar work vertical or batter complete all as specified and directed. | 75 | Sqm | - | - |
| 8 | Use and waste form work flat, rough finished surface of walls, retaining wall, abutments, parapets etc vertical or batter complete all as specified and directed. | 490 | Sqm | - | - |
| 9 | S&F mild steel TMT 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 complete all as specified and directed. | - | Kg | - | - |
| 10 | Hand packing (any thickness) using broken stone or boulders at back of walls over arches etc and raising (or lowering) to the required level complete all as specified and directed. | 7 | Cum | - | - |
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