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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹2.6 Cr+₹2.8 L (1.08%)Rejected-AOC | ₹2.6 Cr+₹2.8 L (1.08%) | L2 | Rejected-AOC AS UPLOADED |
| 3 | Not Admitted-Fee/PreQual/Technical AYODHYA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
8 Apr 2022, 2:00 pmClosed
SUPERINTENDING ENGINEER
GANDAK IRRIGATION WORKS CIRCLE-2, GORAKHPUR(U.P)
RESTORATION OF BITUMINOUS ROAD ON NEPAL BUND AND PROVIDING GRASS TURFING IN BOTH SIDESLOPE OF BOXCULVERT AT KM 5.00 OF NEPAL BUND ON RIGHT BANK OF RIVER GANDAK IN DISTRICT-NAWALPARASI IN NEPAL TERRITORY.
2022_UPIDC_683871_9
06/S.E./2021-22
Open Tender
Civil Works
Item Rate
90 days
Maharajganj
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,614
₹5.5 L
19 May 2022
2 Apr 2022
8 Apr 2022
2 Apr 2022
8 Apr 2022
2 Apr 2022
Amount
Desmenteling of premix carpet in flexiable pevment & disposal of dismantled material up to lead of 100 mtr including cost of all labour, t&p etc. complete as per direction of engineer-in- charge.
Construction of granular sub-base (Grade-I) by providing well graded aggregates (45 to 90)mm from approved quarry, spreading in uniform layers in 12.5 cm thick (compacted) with motor grader/tractor mounted appropriate equipment 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 clause 401 as per Drawing and direction of Engineer-in-charge.
Providing, laying, spreading and compacting stone aggregates of specific sizes (63 to 45mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled 80-100 kn static rollar in stages to proper grade and camber, applying and brooming crushable stone screening/ binding Materials to fill up the interstices of coarse aggregate as per approved quarry, watering and compacting to the required density grading-2 as per T.S.C. 405 as per Drawing and direction of Engineer-in-charge.
Providing, laying, spreading and compacting stone aggregates of specific sizes (53 to 22.40)mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled 80-100 kn static rollar in stages to proper grade and camber, applying and brooming crushable stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading-3 as per T.S.C. 405 as per direction of Engineer-in-charge.
Providing and applying primer coat with Emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (As per MORD Specification.) as per direction of Engineer-in-charge.
Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (As per MORD Specification.) as per direction of Engineer-in-charge.
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregates as per approved quarry either using VG-10 grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a sutabule mixol laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (As per MORD Specification.) as per Drawing and direction of Engineer-in-charge.
Providing and laying seal coat by manual means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C (As per MORD Specification.) as per direction of Engineer-in-charge.
Brick edging on both side of road with S.O.B. bricks on edge laid with mud mortor I/c labour & supply of bricks finished to required templeteand and in proper alignment and also I/c dressing ,ramming excavated soil as directed by Engineer In charge.
Earth work in filling for embankment in ordinary soil (dumat or loam) in 20 cm. layers including the mechanical compaction and dressing the surface to required levels and slopes with all lead and lift etc. complete as per direction of Engineer-in-charge.
RBM work in filling for top and slope of embankment including the mechanical compaction and dressing the surface to required levels and slopes with all lead and lift etc. complete as per direction of Engineer-in-charge.
Turfing on slope of embankment including cost of grass by planting with khurpa or by spreading and covering with 10 mm thick earth.with chipping grass including all cost of material, labour, T&P etc. for completion of work as per direction of Engineer-in-charge.
ANITA SINGH
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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