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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 4 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 5 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | Yogesh Singh Mehta L1 | Sanjay Singh Bora L2 |
|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates excluding GST. GST will be paid extra by the Department. | |||||
| 1.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 15,750 | Sqm | 41 ₹6.5 L | 42 ₹6.6 L |
| 2.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 15,750 | Sqm | 14 ₹2.2 L | 15 ₹2.4 L |
| 3.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 15,750 | Sqm | 166 ₹26.1 L | 170 ₹26.8 L |
| 4.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (TYPE-B) | 15,750 | Sqm | 76 ₹12.0 L | 76 ₹12.0 L |
| 5.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 697 | Cum | 412 ₹2.9 L | 413 ₹2.9 L |
| 6.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704,1202 & 1203 of MORD Specifiction | 737.24 | Cum | 2,211 ₹16.3 L | 2,212 ₹16.3 L |
| 7.00 | Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 159.06 | Cum | 1,053 ₹1.7 L | 1,054 ₹1.7 L |
| 8.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin-charge. (As per PWD Uttarakhand specifications) | 192.24 | Cum | 1,528 ₹2.9 L | 1,529 ₹2.9 L |
| 9.00 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,330 | Cum | 63 ₹1.5 L | 64 ₹1.5 L |
Tender Value
₹2.1 Cr
EMD Value
₹4.1 L
Closing Date
24 Apr 2026, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Improvement and Damrikaran work of Naula Saukhet Dalmori Sinar Motor Road in Km. 6-9 block Bhikiyasen of Ranikhet Constituency District Almora Under State Sector
2026_pwd_93927_1
1121/Nivida-01/2025-26 dated 02/04/2026
Open Tender
Civil Works
365 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Ranikhet
₹4.1 L
Almora
3 Jun 2026
6 Apr 2026
24 Apr 2026
6 Apr 2026
24 Apr 2026
10 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||||
| 2Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | |||||
| 320 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | |||||
| 4Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (TYPE-B) | |||||
| 5Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | |||||
| 6Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704,1202 & 1203 of MORD Specifiction | |||||
| 7Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | |||||
| 8Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin-charge. (As per PWD Uttarakhand specifications) | |||||
| 9Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | |||||
| 10Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | |||||
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