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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹40.6 L+₹41,760.82 (1.04%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹42.2 L+₹2.1 L (5.26%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹44.4 L+₹4.3 L (10.6%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹47.1 L+₹7.0 L (17.4%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Deepa Kandpal L1 | M/s Shri Radha Enterprises, Rudrapur L4 | M/s MS Construction, Rudrapur L7 | MY BROTHERS CONSTRUCTION L6 | M/S AKSHIT CHHABRA CONTRACTOR L2 | KEYSTONE INFRASTRUCTURE L3 | Balaji traders/Manoj Kumar L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 621.99 | Cum | 1,000 ₹6,21,990 | 1,522 ₹9,46,668.78 | 2,242.1 ₹13,94,563.78 | 2,241 ₹13,93,879.59 | 750 ₹4,66,492.5 Lowest | 1,550 ₹9,64,084.5 | 1,614.31 ₹10,04,084.68 |
| 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. | 80.16 | Cum | 100 ₹8,016 Lowest | 256 ₹20,520.96 | 378.1 ₹30,308.5 | 378.1 ₹30,308.5 | 250 ₹20,040 | 120 ₹9,619.2 | 272.23 ₹21,821.96 |
| 3.00 | 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 1:4 Cement mortar | 17.92 | Cum | 3,800 ₹68,096 | 3,866 ₹69,278.72 | 5,695.1 ₹1,02,056.19 | 5,695 ₹1,02,054.4 | 2,000 ₹35,840 Lowest | 5,200 ₹93,184 | 4,100.47 ₹73,480.42 |
| 4.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 etc as per direction by engineer in charge | 0.17 | Cum | 3,500 ₹595 | 4,126 ₹701.42 | 6,077.9 ₹1,033.24 | 6,077.9 ₹1,033.24 | 2,000 ₹340 Lowest | 4,500 ₹765 | 4,376.09 ₹743.94 |
| 5.00 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 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 , back filling , concrete and masonry works in head walls and parapets Clause 1106. | 15 | Rmt | 3,000 ₹45,000 | 2,928 ₹43,920 | 4,312.6 ₹64,689 | 4,312.6 ₹64,689 | 1,000 ₹15,000 Lowest | 3,000 ₹45,000 | 3,105.07 ₹46,576.05 |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 as per direction by engineer in charge | 4.72 | Cum | 3,800 ₹17,936 | 3,736 ₹17,633.92 | 5,502.5 ₹25,971.8 | 5,502.5 ₹25,971.8 | 3,500 ₹16,520 Lowest | 4,000 ₹18,880 | 3,961.8 ₹18,699.7 |
| 7.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 58.62 | Sqm | 150 ₹8,793 | 127 ₹7,444.74 | 187.5 ₹10,991.25 | 187 ₹10,961.94 | 100 ₹5,862 Lowest | 120 ₹7,034.4 | 135 ₹7,913.7 |
| 8.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1,571.87 | Cum | 9 ₹14,146.83 Lowest | 324 ₹5,09,285.88 | 477.4 ₹7,50,410.74 | 477 ₹7,49,781.99 | 15 ₹23,578.05 | 110 ₹1,72,905.7 | 343.73 ₹5,40,298.88 |
| 9.00 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 892.1 | Cum | 11 ₹9,813.1 Lowest | 269 ₹2,39,974.9 | 397.2 ₹3,54,342.12 | 397 ₹3,54,163.7 | 20 ₹17,842 | 100 ₹89,210 | 285.98 ₹2,55,122.76 |
| 10.00 | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | 5,812.5 | Sqm | 23 ₹1,33,687.5 | 16 ₹93,000 Lowest | 23.8 ₹1,38,337.5 | 23.8 ₹1,38,337.5 | 25 ₹1,45,312.5 | 21 ₹1,22,062.5 | 17.14 ₹99,626.25 |
Tender Value
₹65.5 L
EMD Value
₹1.3 L
Closing Date
7 Oct 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer P. D. P.W.D. Rudrapur
Reconstruction work by premix carpet of the link road from Shivrams field towards Sheelapant School and the cremation ground in Village Beerungla Kichha Assembly Constituency District Udham Singh Nagar, under the State Plan.
2026_pwd_100857_1
2435/3AC Date 28.09.2026(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
KICHHA
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer P. D. P.W.D. Rudrapur
₹1.3 L
13 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 621.99 | Cum | - | - |
| 2 | 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. | 80.16 | Cum | - | - |
| 3 | 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 1:4 Cement mortar | 17.92 | Cum | - | - |
| 4 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 etc as per direction by engineer in charge | 0.17 | Cum | - | - |
| 5 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 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 , back filling , concrete and masonry works in head walls and parapets Clause 1106. | 15 | Rmt | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 as per direction by engineer in charge | 4.72 | Cum | - | - |
| 7 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 58.62 | Sqm | - | - |
| 8 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1,571.87 | Cum | - | - |
| 9 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 892.1 | Cum | - | - |
| 10 | Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm | 5,812.5 | Sqm | - | - |
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