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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹80.7 LAccepted-AOC | 1 | Accepted-AOC ok | |
| 2 | 2₹84.5 L+₹3.8 L (4.71%)Rejected-AOC | 2 | Rejected-AOC Being 2nd Lowest Bidder | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance UTTAR KASHI | UTTARAKHAND | 249128 | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
9 May 2023, 3:00 pmClosed
Superintending Engineer
SE Office 6th Circle PWD Uttarkashi
Annual Repair(One Time Maintenance) 2022-23 Surface Renovation of Barkot Bhatiya Motor Road
2023_pwd_57669_1
1312/56 M-06/2023-24 Dated 15.04.2023
Open Tender
Repair and Maintenance Works
Item Rate
365 days
Bhatiya
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
CD PWD Barkot
₹1.6 L
10 Oct 2023
21 Apr 2023
9 May 2023
21 Apr 2023
9 May 2023
22 Apr 2023
Amount
Maintenance of Drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
Excavation for Structures 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.
Random Rubble Stone Masonry In Cement Mortar (1:6) for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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
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)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
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
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20 mm Thick Open Graded Premix Carpet 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508
Seal Coat Type B 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
Rawalta Construction
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finance_70401.pdf
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