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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC 21 2 SYED MOHALLA KRISHNANAGAR CHOWK DISTRICT DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹1.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.1 CrRejected-AOC | ₹1.1 Cr | L2 | Rejected-AOC Rejected |
| 3 | L3₹1.1 CrRejected-AOC H NO 670 SECTOR 10 PANCHKULA HRY 134115 | PANCHKULA | HARYANA | 134115 | ₹1.1 Cr | L3 | Rejected-AOC Rejected |
| 4 | L4₹1.2 CrRejected-AOC VILL P O MIRAGPUR DISTT SAHARANPUR 247554 U P | SAHARANPUR | UTTAR PRADESH | 247554 | ₹1.2 Cr | L4 | Rejected-AOC Rejected |
| 5 | L5₹1.3 CrRejected-AOC | ₹1.3 Cr | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Ms dev associates L7 | Amit Engineering L5 | Shekhar Construction co L1 | AYUSH CONSTRUCTION L2 | M/S SEWA AND SERVE BUILDERS L6 | sath sahib associates L4 | IMPERIAL ENGINEERS L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, nexc 1.5m deep and getting out in any type of soil complete all as specified and as directed. | 840 | Cum | 300 ₹2.5 L | 200 ₹1.7 L | 180 ₹1.5 L | 333 ₹2.8 L | 250 ₹2.1 L | 100 ₹84,000 | 260 ₹2.2 L |
| 2.00 | Excavating over areas exc 1.5m but n.exc 3.0m deep and getting out in any type of soil complete all as specified and as directed. | 280 | Cum | 350 ₹98,000 | 250 ₹70,000 | 360 ₹1.0 L | 333 ₹93,240 | 300 ₹84,000 | 100 ₹28,000 | 275 ₹77,000 |
| 3.00 | Returning, filling in excavated soil in trenches including spreading, levelling, watering and well ramming in layers n. exc. 25 cm thick complete all as specified and directed. | 258 | Cum | 50 ₹12,900 | 50 ₹12,900 | 36 ₹9,288 | 111 ₹28,638 | 50 ₹12,900 | 100 ₹25,800 | 100 ₹25,800 |
| 4.00 | M&L for shingle filling in floors or pavings, laid in layers n.exc. 15cm thick, spread, levelled and blinded with earth and rammed including watering complete all as specified and directed. | 638 | Cum | 2,305 ₹14.7 L | 1,800 ₹11.5 L | 1,800 ₹11.5 L | 666 ₹4.2 L | 1,600 ₹10.2 L | 1,500 ₹9.6 L | 1,250 ₹8.0 L |
| 5.00 | M&L for shingle filling in floors or pavings, laid in layers n.exc. 15cm thick, spread, levelled and blinded with earth and rammed including watering to exc 1.5m but n.exc 3.0m complete all as specified and directed. | 765 | Cum | 2,305 ₹17.6 L | 1,800 ₹13.8 L | 1,800 ₹13.8 L | 555 ₹4.2 L | 2,200 ₹16.8 L | 1,500 ₹11.5 L | 1,300 ₹9.9 L |
| 6.00 | M&L for PCC 1:4:8 type D-2 using 40mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed. | 55 | Cum | 5,400 ₹3.0 L | 4,000 ₹2.2 L | 2,700 ₹1.5 L | 4,444 ₹2.4 L | 5,000 ₹2.8 L | 3,500 ₹1.9 L | 3,400 ₹1.9 L |
| 7.00 | M & L for use and waste of form work to sides of concrete foundation, footing, bases of columns, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar works in rough finished flat surface of concrete complete all as specified and directed complete all as specified and directed. | 175 | Sqm | 350 ₹61,250 | 360 ₹63,000 | 252 ₹44,100 | 222 ₹38,850 | 400 ₹70,000 | 300 ₹52,500 | 360 ₹63,000 |
| 8.00 | M&L for use & waste form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc.; vertical or to batter finished rough surface of concrete complete all as specified and directed. | 1,530 | Sqm | 500 ₹7.7 L | 360 ₹5.5 L | 252 ₹3.9 L | 233 ₹3.6 L | 400 ₹6.1 L | 300 ₹4.6 L | 350 ₹5.4 L |
| 9.00 | M & L for RCC M-25 (Design Mix), using 20mm graded stone aggregate as in foundation, footings, foundation beams, plinth beams, bases for columns, etc basement slabs and mass concrete complete all as specified and directed. Note: Ready Mix concrete will be used. | 204 | Cum | 8,000 ₹16.3 L | 6,800 ₹13.9 L | 5,500.8 ₹11.2 L | 9,222 ₹18.8 L | 6,500 ₹13.3 L | 6,500 ₹13.3 L | 7,400 ₹15.1 L |
| 10.00 | M & L for RCC M-25 (Design Mix), using 20mm graded stone aggregate 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. Note: Ready Mix concrete will be used. | 226 | Cum | 8,000 ₹18.1 L | 6,800 ₹15.4 L | 5,500.8 ₹12.4 L | 8,999 ₹20.3 L | 6,500 ₹14.7 L | 7,000 ₹15.8 L | 7,400 ₹16.7 L |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
24 Dec 2025, 6:00 pmClosed
CWE Dehradun
HQ CWE Dehradun
PROVN OF RCC RETAINING WALL AND STONE GABION BOX AT BRIDGE NEAR GATE NO 02 BIRPUR CANTT UNDER PARA 35 OF DWP 2020 AT DEHRADUN
2025_MES_741598_1
0192/DDN/E8
Open Tender
Civil Works
180 days
Dehradun
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
GE Dehradun
₹2.2 L
Yes
29 Jan 2026
26 Nov 2025
26 Dec 2025
26 Nov 2025
24 Dec 2025
17 Dec 2025
Amount
Excavating over areas, nexc 1.5m deep and getting out in any type of soil complete all as specified and as directed.
Excavating over areas exc 1.5m but n.exc 3.0m deep and getting out in any type of soil complete all as specified and as directed.
Returning, filling in excavated soil in trenches including spreading, levelling, watering and well ramming in layers n. exc. 25 cm thick complete all as specified and directed.
M&L for shingle filling in floors or pavings, laid in layers n.exc. 15cm thick, spread, levelled and blinded with earth and rammed including watering complete all as specified and directed.
M&L for shingle filling in floors or pavings, laid in layers n.exc. 15cm thick, spread, levelled and blinded with earth and rammed including watering to exc 1.5m but n.exc 3.0m complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 using 40mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed.
M & L for use and waste of form work to sides of concrete foundation, footing, bases of columns, raft & raft beams, sides and soffits (if any) of foundation and plinth beam and similar works in rough finished flat surface of concrete complete all as specified and directed complete all as specified and directed.
M&L for use & waste form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc.; vertical or to batter finished rough surface of concrete complete all as specified and directed.
M & L for RCC M-25 (Design Mix), using 20mm graded stone aggregate as in foundation, footings, foundation beams, plinth beams, bases for columns, etc basement slabs and mass concrete complete all as specified and directed. Note: Ready Mix concrete will be used.
M & L for RCC M-25 (Design Mix), using 20mm graded stone aggregate 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. Note: Ready Mix concrete will be used.
S&F 75mm bore PVC(SWR), waste and vent single socketed pipes for weep holes complete all as specified and directed
M&L for 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.
M&L for stone walling of random rubble, un coursed, well bonded, laid dry in retaining walls, aabutments and similar work complete all as specified and directed.
S&F 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and directed. Note: Size of gabion box not more than 3.0x1.0x1.0m and size of opening 150x100mm)
Removal of old RCC/PCC/R&R material from site to a distance exc 100m but n.exc 500 m and deposited as directed to make feasibility to execution of work complete all as specified and directed.
AYUSH CONSTRUCTION (BID ID -3506446)
IMPERIAL ENGINEERS (BID ID -3506815)
sath sahib associates (BID ID -3507033)
Amit Engineering (BID ID -3506819)
M/S SEWA AND SERVE BUILDERS (BID ID -3504414)
Ms dev associates (BID ID -3506483)
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