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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹99,819.87 (0.35%)Admitted-Finance | ₹2.9 Cr+₹99,819.87 (0.35%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Rejected-Technical N A | - | - | Rejected-Technical Non Responsive |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | MNR Construction Co. L2 | NEELCHAMESHWAR ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Making Super Elevation including Filling and making coolie walling with approved material deposited at site from road way cutting and excavated from drain and foundation of other structure graded and compacted to meet required to complete work | 1,500 | Rmt. | 213.48 ₹3,20,220 | 212.73 ₹3,19,095 Lowest |
| 2.00 | 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 1 as per Technical Specification Clause 405. (45-90mm) 100mm compacted thickness. | 2,126.25 | Cum | 2,702.99 ₹57,47,232.49 | 2,693.45 ₹57,26,948.06 Lowest |
| 3.00 | Random Rubble stone masonry in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specification) | 1,125 | Cum | 1,392.03 ₹15,66,033.75 | 1,387.12 ₹15,60,510 Lowest |
| 4.00 | 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 there structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Both side | 1,102.5 | Cum | 68.11 ₹75,091.27 | 67.87 ₹74,826.68 Lowest |
| 5.00 | 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.(45-63)mm 75mm Compacted thickness. | 1,476.56 | Cum | 2,795.56 ₹41,27,812.07 | 2,785.67 ₹41,13,208.9 Lowest |
| 6.00 | 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. (22.4-53)mm 75 mm Compacted thickness. | 1,402.73 | Cum | 2,890.08 ₹40,54,001.92 | 2,880.58 ₹40,40,675.98 Lowest |
| 7.00 | Prime Coat
Low porosity 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 | 18,703.13 | Sqm | 38.7 ₹7,23,811.13 | 38.57 ₹7,21,379.72 Lowest |
| 8.00 | Cleaning of the existing WBM surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing in Mixall machine including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-in-charge. (Vg-10 Bitumen) | 18,703.13 | Sqm | 338.97 ₹63,39,799.98 | 337.79 ₹63,17,730.28 Lowest |
| 9.00 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (Vg-10 Bitumen) | 18,703.13 | Sqm | 72.86 ₹13,62,710.05 | 72.61 ₹13,58,034.27 Lowest |
| 10.00 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades levels and dimonlons. Excavated material to be used in embankment with a lift up to 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual means | 4,500 | Per Rmt. | 69.49 ₹3,12,705 | 69.25 ₹3,11,625 Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹8 L
Closing Date
20 Dec 2021, 3:00 pmClosed
Superintending Engineer
Office of the 8th circle PWD New Tehri
Damarikaran work of RANIGARH-LAINI-BUDHWA-SAUR MOTOR ROAD in Bhilangana Block Ghansali Assembly Constituency in District-Tehri Garhwal.
2021_pwd_39503_1
6981/04Cash-Tender-8/2021 Dated 24-11-2021
Open Tender
Civil Works - Roads
Item Rate
545 days
Ghansali (Tehri Garhwal)
As Per NIT, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
EE TD PWD Ghansali
₹8 L
8th circle PWD New Tehri
30 May 2022
4 Dec 2021
20 Dec 2021
4 Dec 2021
20 Dec 2021
7 Dec 2021
7 Dec 2021
Amount
Making Super Elevation including Filling and making coolie walling with approved material deposited at site from road way cutting and excavated from drain and foundation of other structure graded and compacted to meet required to complete work
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 1 as per Technical Specification Clause 405. (45-90mm) 100mm compacted thickness.
Random Rubble stone masonry in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specification)
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 there structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Both side
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.(45-63)mm 75mm Compacted thickness.
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. (22.4-53)mm 75 mm Compacted thickness.
Prime Coat Low porosity 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
Cleaning of the existing WBM surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing in Mixall machine including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-in-charge. (Vg-10 Bitumen)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (Vg-10 Bitumen)
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades levels and dimonlons. Excavated material to be used in embankment with a lift up to 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual means
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 Specification
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1:2:4)
Hand Packed stone filling in back of walls including cost of all materials, royalty, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
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
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, abour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm and required sand bed as per direction of engineer-in-charge. drawings and Technical Specification Clause 1504.
MNR Construction Co.
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