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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAccepted-Finance GRAM PO ULLI CHOUBTTAKHAL DISTRICT PAURI GARHWAL | PAURI GARHWAL | UTTARAKHAND | 246001 | ₹4.5 Cr | L1 | Accepted-Finance Accept |
| 2 | L2₹4.5 Cr+₹4.6 L (1.02%)Rejected-Finance | ₹4.5 Cr+₹4.6 L (1.02%) | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | JAGMOHAN SINGH BISHT L2 | Hemant Singh Negi L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. | 1 | 1 job Lum. Sum | 3,89,285.12 ₹4,59,356.44 | 3,77,430.81 ₹4,45,368.36 Lowest |
| 2.00 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 1,179.45 | cum | 72.62 ₹1,01,068.96 | 71.9 ₹1,00,066.9 Lowest |
| 3.00 | Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 166.67 | cum | 230.99 ₹45,428.94 | 228.7 ₹44,978.57 Lowest |
| 4.00 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in
Double Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. | 12 | Nos | 13,177.37 ₹1,86,591.56 | 13,046.9 ₹1,84,744.1 Lowest |
| 5.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using naturally occuring gravel) | 334.13 | cu.m | 1,511.06 ₹5,95,770.77 | 1,496.1 ₹5,89,872.43 Lowest |
| 6.00 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(By Mechanical Means) | 191.37 | Cum. | 2,781.64 ₹6,28,140.49 | 2,754.1 ₹6,21,921.5 Lowest |
| 7.00 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Mechanical Means) | 182.25 | Cum. | 2,702.46 ₹5,81,177.54 | 2,675.7 ₹5,75,422.67 Lowest |
| 8.00 | Low porosity
Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1) complying with IS : 8887 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. | 4,608 | Sq.m | 43.63 ₹2,37,235.51 | 43.2 ₹2,34,897.41 Lowest |
| 9.00 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 25,707 | Sq.m | 14.85 ₹4,50,463.76 | 14.7 ₹4,45,913.62 Lowest |
| 10.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical
Specification Clause 508.2 | 25,707 | Sq.m | 212.81 ₹64,55,433.87 | 210.7 ₹63,91,428.58 Lowest |
Tender Value
₹4.5 Cr
EMD Value
₹3.2 L
Closing Date
11 May 2026, 1:00 pmClosed
SE PMGSY
SE PMGSY Gopeshwar HQ Circle Gauchar Chamoli
Improvement of Hatkalyani to Bedadhar Motor Road under Nanda Devi Rajjat Yatra
2026_URRDA_94592_1
416_07M_PMGSY_22042026
Open Tender
Civil Works - Roads
Item Wise
180 days
Dewal
refer tender documents and SBD
2 documents required · 2 mandatory
₹5,900
EE RWD PMGSY KARANPRAYAG
₹3.2 L
SE PMGSY Gopeshwar HQ Circle Gauchar Chamoli
20 Jul 2026
27 Apr 2026
12 May 2026
27 Apr 2026
11 May 2026
28 Apr 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. | 1 | 1 job Lum. Sum | 3,85,430.81 | ₹3,85,430.81 |
| 2 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | 1,179.45 | cum | 71.9 | ₹84,802.46 |
| 3 | Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 166.67 | cum | 228.7 | ₹38,117.43 |
| 4 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in
Double Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. | 12 | Nos | 13,046.9 | ₹1,56,562.8 |
| 5 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using naturally occuring gravel) | 334.13 | cu.m | 1,496.1 | ₹4,99,891.89 |
| 6 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(By Mechanical Means) | 191.37 | Cum. | 2,754.1 | ₹5,27,052.12 |
| 7 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Mechanical Means) | 182.25 | Cum. | 2,675.7 | ₹4,87,646.32 |
| 8 | Low porosity
Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1) complying with IS : 8887 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. | 4,608 | Sq.m | 43.2 | ₹1,99,065.6 |
| 9 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 25,707 | Sq.m | 14.7 | ₹3,77,892.9 |
| 10 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical
Specification Clause 508.2 | 25,707 | Sq.m | 210.7 | ₹54,16,464.9 |
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