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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC All documentary conditions fulfilled also lowest bid. | |
| 2 | L2₹7.1 L+₹2,477 (0.35%)Rejected-Finance | L2 | Rejected-Finance HIGHER BID | |
| 3 | Rejected-Technical | - | Rejected-Technical IDT-1 EXPIRED AND NO LABOUR REGISTRATION |
Tender Value
₹7.1 L
EMD Value
₹71,100
Closing Date
21 Dec 2021, 3:00 pmClosed
EXECUTIVE ENGINEER MGCCD 9 SAMBHAL
MGCCD 9 SAMBHAL
NAME OF ESTIMATE- CONSTRUCTION OF APPROACH ROAD OF V.R.B AT KM. 5.240 OF KAILY DY.
2021_UPIDC_655602_1
03/EE/2021-22
Open Tender
Civil Works - Canal
Item Rate
60 days
SAMBHAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹71,100
25 May 2022
13 Dec 2021
21 Dec 2021
13 Dec 2021
21 Dec 2021
13 Dec 2021
Amount
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 technical specification. Clause 401.
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)
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)
Prime Coat: Providing and applying primer coat with Bitumen emulsion (SS0-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502.
Tack Coat : Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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 mix all, 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 Type as per Technical Specification Clause 508)
Seal Coat: Providing and laying seal coat by mixall 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 Technical Specification Clause 510.
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
JAY DEVI CONTRACTOR
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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