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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.0 LAccepted-AOC COLONEL BHAWAN VILL PO JAIHARIKHAL VIA LANSDOWNE DIST PAURI GARHWAL UK PIN 246193 | LANSDOWNE | PAURI GARHWAL | UTTARAKHAND | 246193 | ₹62.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹77.4 LRejected-AOC 93 BAPUJI NAGAR ITC ROAD SAHARANPUR 247001 UP | SAHARANPUR | UTTAR PRADESH | 247001 | ₹77.4 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹79.1 LRejected-AOC D 89 SHASTRI NAGAR MEERUT UTTAR PRADESH PIN 250004 | MEERUT | UTTAR PRADESH | 250004 | ₹79.1 L | L3 | Rejected-AOC Rejected |
| 4 | L4₹82.1 LRejected-AOC H NO 670 SECTOR 10 PANCHKULA HRY 134115 | PANCHKULA | HARYANA | 134115 | ₹82.1 L | L4 | Rejected-AOC Rejected |
| 5 | L5₹82.1 LRejected-AOC | ₹82.1 L | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | DHSGroup L1 | MOHAN LAL GUPTA L3 | Amit Engineering L5 | M/s Anil Kumar L6 | G.H. INFRASTRUCTURE PRIVATE LIMITED L2 | IMPERIAL ENGINEERS L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n. exc 15cm deep in any type of soil including cleaning away grass, bushes, sapling, brushwood undergrowth, roots and trees not exc 30cm girth complete all as specified and diirected. | 427.2 | Sqm | 35 ₹14,952 | 300 ₹1.3 L | 20 ₹8,544 | 40 ₹17,088 | 25 ₹10,680 | 35 ₹14,952 |
| 2.00 | Excavating over areas not exceeding 1.5m deep and getting out in any type of soil complete all as specified and diirected. | 558 | Cum | 210 ₹1.2 L | 350 ₹2.0 L | 175 ₹97,650 | 140 ₹78,120 | 290 ₹1.6 L | 320 ₹1.8 L |
| 3.00 | All as per item No.02 above but exceeding 1.5m & not exc 3.0m deep and getting out in any type of soil complete all as specified and diirected. | 390.6 | Cum | 250 ₹97,650 | 400 ₹1.6 L | 200 ₹78,120 | 300 ₹1.2 L | 350 ₹1.4 L | 400 ₹1.6 L |
| 4.00 | Excavating in trenches in any type of soil , n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out complete all as specified and diirected. | 99.04 | Cum | 220 ₹21,788.80 | 400 ₹39,616 | 250 ₹24,760 | 400 ₹39,616 | 290 ₹28,721.60 | 440 ₹43,577.60 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and diirected.
Notes : Earth filling, placing of soil and compaction of soil shall be done as specified in clause 3.22 of SSR Part-I | 652.74 | Cum | 90 ₹58,746.60 | 130 ₹84,856.20 | 50 ₹32,637 | 20 ₹13,054.80 | 80 ₹52,219.20 | 100 ₹65,274 |
| 6.00 | Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and diirected. | 394.9 | Cum | 35 ₹13,821.50 | 130 ₹51,337 | 50 ₹19,745 | 40 ₹15,796 | 200 ₹78,980 | 120 ₹47,388 |
| 7.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base including bringing approved earth from n.exc. 50 m of any type of soil from site complete all as specified and diirected.
Notes : Earth filling, placing of soil and compaction of soil shall be done as specified in clause 3.22 of SSR Part-I | 394.9 | Cum | 55 ₹21,719.50 | 300 ₹1.2 L | 100 ₹39,490 | 277 ₹1.1 L | 200 ₹78,980 | 450 ₹1.8 L |
| 8.00 | Use & waste form work to sides of concrete foundations, footings, column base, raft & raft beams, sides & soffits ( if any) of foundation & plinth beams and similar work, vertical or to batter finished rough surface of concrete complete all as specified and directed. | 86.06 | Sqm | 190 ₹16,351.40 | 350 ₹30,121 | 300 ₹25,818 | 577 ₹49,656.62 | 400 ₹34,424 | 280 ₹24,096.80 |
| 9.00 | 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. | 936.98 | Sqm | 160 ₹1.5 L | 350 ₹3.3 L | 350 ₹3.3 L | 577 ₹5.4 L | 430 ₹4.0 L | 300 ₹2.8 L |
| 10.00 | 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. | 25,382.15 | Kg | 68 ₹17.3 L | 90 ₹22.8 L | 95 ₹24.1 L | 77 ₹19.5 L | 92 ₹23.4 L | 92 ₹23.4 L |
Tender Value
₹98.0 L
EMD Value
₹1.7 L
Closing Date
30 Sept 2025, 6:00 pmClosed
CWE Dehradun
HQ CWE Dehradun
PROVN OF RCC RETAINING WALL NEAR BLDG NO.P-94 OF MES TYPE-II GOVT ACCN OF GE DEHRADUN/GE PROJECT/CWE DEHRADUN HELD IN MH DEHRADUN PREMISES UNDER PARA 35 OF DWP 2020 AT DEHRADUN
2025_MES_728703_1
0131/DDN(P)/E8
Open Tender
Civil Works
180 days
Dehradun
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
GE (P)Dehradun
₹1.7 L
Yes
23 Feb 2026
1 Sept 2025
3 Oct 2025
1 Sept 2025
30 Sept 2025
23 Sept 2025
Amount
Surface dressing n. exc 15cm deep in any type of soil including cleaning away grass, bushes, sapling, brushwood undergrowth, roots and trees not exc 30cm girth complete all as specified and diirected.
Excavating over areas not exceeding 1.5m deep and getting out in any type of soil complete all as specified and diirected.
All as per item No.02 above but exceeding 1.5m & not exc 3.0m deep and getting out in any type of soil complete all as specified and diirected.
Excavating in trenches in any type of soil , n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out complete all as specified and diirected.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and diirected. Notes : Earth filling, placing of soil and compaction of soil shall be done as specified in clause 3.22 of SSR Part-I
Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and diirected.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base including bringing approved earth from n.exc. 50 m of any type of soil from site complete all as specified and diirected. Notes : Earth filling, placing of soil and compaction of soil shall be done as specified in clause 3.22 of SSR Part-I
Use & waste form work to sides of concrete foundations, footings, column base, raft & raft beams, sides & soffits ( if any) of foundation & plinth beams and similar work, vertical or to batter finished rough surface of concrete complete all as specified and directed.
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 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 loose filling with aggregate of gauge 40 to 80 mm in back side of retaining wall complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and diirected.
M & L for RCC M-25 Design mix {using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns etc and mass concrete complete all as specified and directed.
M&L for RCC M-25 Design mix {using 20 mm graded crushed 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.
M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, coping, benching, kneelers, apex stone, bed plates, kerbs, etc. including weathering, slightly rounded or chamfered angles and throating, including necessary from work etc complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in surface channels, and drains etc including necessary from work etc complete all as specified and directed.
M&L for stone walling of random rubble, un coursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed.
M&L for raised pointing to random rubble uncoursed or brought upto course masonary in cement mortar (1:4) complete all as specified and diirected.
M&L for precast concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in bonders for stone walling set in cement mortar 1:6 complete all as specified and directed.
S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints for weep holes complete all as specified and directed. Make:Supreme/Kisan/Prince/Finolex/Prayag/Astral
M&L for reinforced concrete pipes 450 mm dia, class NP-3, laid and jointed with collars complete all as specified and directed.
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the surface n. exc 40 mm in lime or sand stone dressing of face beds and joints of random rubble walling complete all as specified and directed
G.H. INFRASTRUCTURE PRIVATE LIMITED (BID ID -3434451)
MOHAN LAL GUPTA (BID ID -3436803)
IMPERIAL ENGINEERS (BID ID -3439614)
Amit Engineering (BID ID -3439257)
M/s Anil Kumar (BID ID -3439322)
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