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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.7 LAdmitted-Finance | ₹32.7 L | L1 | Admitted-Finance |
| 2 | L2₹35.0 LAdmitted-Finance LAXMI ENCLAVE LANE NO 1 BANJARA WALA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹35.0 L | L2 | Admitted-Finance |
| 3 | L3₹37.6 LAdmitted-Finance VILLAGE NINUS POST DARMIGARD TEHSIL TUINI DISTT DEHRADUN UTTARAKHAND | ₹37.6 L | L3 | Admitted-Finance |
| 4 | L4₹38.1 LAdmitted-Finance | ₹38.1 L | L4 | Admitted-Finance |
| 5 | L5₹40.8 LAdmitted-Finance | ₹40.8 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ANIL RAWAT L9 | M/S RAMESH RANGAR L8 | Sanjay Joshi L3 | Narendra singh rawat L4 | M/S PRATAP SINGH RAWAT L7 | VIRENDRA SINGH GUSAIN L10 | MUKESH PANDEY L6 | vijaypal Singh Rangerh L5 | SHIVA CONSTRUCTION L2 | DEV BHOOMI GANGA ENTERPRISES L1 | RAJENDRA CONSTRUCTION L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 864 | cum | 40.1 ₹34,646.40 | 40 ₹34,560 | 32.6 ₹28,166.40 | 32 ₹27,648 | 40 ₹34,560 | 40.2 ₹34,732.80 | 36 ₹31,104 | 35 ₹30,240 | 30.23 ₹26,118.72 | 25 ₹21,600 | 40.3 ₹34,819.20 |
| 2.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material . Ordinary soil Upto 3 m depth | 100 | cum | 379.99 ₹37,999 | 481 ₹48,100 | 308.96 ₹30,896 | 312 ₹31,200 | 380 ₹38,000 | 380.95 ₹38,095 | 350 ₹35,000 | 380 ₹38,000 | 286.43 ₹28,643 | 350 ₹35,000 | 381.9 ₹38,190 |
| 3.00 | Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material
and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar | 160 | cum | 382.68 ₹61,228.80 | 384 ₹61,440 | 230.24 ₹36,838.40 | 314 ₹50,240 | 380 ₹60,800 | 383.64 ₹61,382.40 | 353 ₹56,480 | 380 ₹60,800 | 288.45 ₹46,152 | 350 ₹56,000 | 384.6 ₹61,536 |
| 4.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3:6 | 19 | cum | 5,567.52 ₹1.1 L | 5,595 ₹1.1 L | 4,526.76 ₹86,008.44 | 4,587 ₹87,153 | 5,590 ₹1.1 L | 5,581.51 ₹1.1 L | 5,147 ₹97,793 | 5,596 ₹1.1 L | 4,196.63 ₹79,735.97 | 3,200 ₹60,800 | 5,595.5 ₹1.1 L |
| 5.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, Random rubble masonry, In cement mortar (1:5) | 500 | cum | 4,116.81 ₹20.6 L | 4,000 ₹20 L | 3,347.24 ₹16.7 L | 3,393 ₹17.0 L | 4,000 ₹20 L | 4,127.16 ₹20.6 L | 3,807 ₹19.0 L | 3,000 ₹15 L | 3,103.13 ₹15.5 L | 2,550 ₹12.8 L | 4,137.5 ₹20.7 L |
| 6.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204 | 3,400 | sqm | 194.32 ₹6.6 L | 195 ₹6.6 L | 158 ₹5.4 L | 159 ₹5.4 L | 190 ₹6.5 L | 194.81 ₹6.6 L | 179 ₹6.1 L | 195 ₹6.6 L | 146.48 ₹5.0 L | 120 ₹4.1 L | 195.3 ₹6.6 L |
| 7.00 | 40mm thick with 20mm nominal size stone aggregate P.C.C. grade M 20, Nominal mix (1:2:4) i/c all cost of labour, material, T&P etc. (6122.7x.04)=Rs. 244.91/sqm. | 2,100 | sqm | 243.69 ₹5.1 L | 244 ₹5.1 L | 198.13 ₹4.2 L | 200 ₹4.2 L | 240 ₹5.0 L | 244.3 ₹5.1 L | 224 ₹4.7 L | 244 ₹5.1 L | 183.68 ₹3.9 L | 180 ₹3.8 L | 244.91 ₹5.1 L |
| 8.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. Grade M25 | 13 | Cum | 7,232.95 ₹94,028.35 | 7,269 ₹94,497 | 5,880.86 ₹76,451.18 | 5,960 ₹77,480 | 7,260 ₹94,380 | 7,251.13 ₹94,264.69 | 6,687 ₹86,931 | 7,267 ₹94,471 | 5,451.98 ₹70,875.74 | 6,500 ₹84,500 | 7,269.3 ₹94,500.90 |
| 9.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 9 | Qtl. | 6,457.47 ₹58,117.23 | 6,479 ₹58,311 | 5,250.35 ₹47,253.15 | 5,320 ₹47,880 | 6,489 ₹58,401 | 6,473.7 ₹58,263.30 | 5,969 ₹53,721 | 6,489 ₹58,401 | 4,867.44 ₹43,806.96 | 6,100 ₹54,900 | 6,489.92 ₹58,409.28 |
| 10.00 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia | 120 | RM. | 4,705.16 ₹5.6 L | 4,720 ₹5.7 L | 3,825.6 ₹4.6 L | 3,876 ₹4.7 L | 4,725 ₹5.7 L | 4,716.98 ₹5.7 L | 4,349 ₹5.2 L | 4,720 ₹5.7 L | 3,546.6 ₹4.3 L | 4,300 ₹5.2 L | 4,728.8 ₹5.7 L |
Tender Value
₹55.0 L
EMD Value
₹1.1 L
Closing Date
10 Mar 2026, 5:00 pmClosed
Executive Engineer
Office Of The Executive Engineer Iriigation Division Dehradun
Restoration work of Khairi Kalan Canal in Doiwala block under NABARD.
2026_IRDCE_92196_5
05/EE/2025-26
Open Tender
Civil Works
240 days
Khairi Kalan
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,700
EE ID Dehradun
₹1.1 L
Office Of The Executive Engineer Iriigation Divisi
13 Apr 2026
20 Feb 2026
12 Mar 2026
20 Feb 2026
10 Mar 2026
21 Feb 2026
21 Feb 2026 - 25 Feb 2026
26 Feb 2026
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material . Ordinary soil Upto 3 m depth
Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, Random rubble masonry, In cement mortar (1:5)
Plastering with cement mortar (1:4), 15 mm thick on brickwork/stone work in substructure as per technical specification Clauses 613.4 & 1204
40mm thick with 20mm nominal size stone aggregate P.C.C. grade M 20, Nominal mix (1:2:4) i/c all cost of labour, material, T&P etc. (6122.7x.04)=Rs. 244.91/sqm.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. Grade M25
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204, In 1:5 cement mortar
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9, Earth filling (For marshy soil)
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