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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹65.6 LAccepted-AOC 0 | 1 | Accepted-AOC L1 | |
| 2 | 2₹66.8 L+₹1.2 L (1.81%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹69.2 L+₹3.6 L (5.42%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹72.1 L+₹6.5 L (9.86%)Rejected-AOC | 4 | Rejected-AOC L4 | |
| 5 | 5₹79.4 L+₹13.8 L (21.0%)Rejected-AOC | 5 | Rejected-AOC L5 |
Tender Value
₹88 L
EMD Value
₹1.8 L
Closing Date
12 Feb 2024, 3:00 pmClosed
SUPERINTENDING ENGINEER IVth CIRCLE
OFFICE OF THE SUPERINTENDING ENGINEER IVth CIRCLE IRRIGATION WORKS, JHANSI
LOT-01 Construction work of service road on Haiwatpura and Bhadarwara minor of Badwar canal system in Jhansi district.
2024_UPIDC_883130_1
05/SE-IV/2023-24
Open Tender
Civil Works
Item Rate
180 days
JHANSI
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,040
₹1.8 L
16 Mar 2024
2 Feb 2024
12 Feb 2024
2 Feb 2024
12 Feb 2024
2 Feb 2024
Amount
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per direction and fully satisfaction of engineer in charge
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. as per direction and fully satisfaction of engineer in charge
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 2 as per Technical Specification Clause 405. as per direction and fully satisfaction of engineer in charge
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.
Providing and applying tack coat with Bitumen VG-10 using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing and applying primer coat with bitumen emulsion MS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 as per direction and fully satisfaction of engineer in charge
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 butumen 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 graded to be followed by seal coat of Type C as per Technical Specification Clause 508 as per direction and fully satisfaction of engineer in charge
Providing and laying seal coat 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 as per direction and fully satisfaction of engineer in charge
Providing Laying a hot applied thermoplastic compound with 2.5 mm thick i/c reflecoring glass beads @ 250 gms per sqm area thickness of 2.5 mm exclusive of surface applied glass beads as per IRC-35-2015 the finished surface to be level,uniform & free from streaks & holes as per direction and fully satisfaction of engineer in charge
preparation of subgrade to prescribed camber and inclu.ling supplyof bricks, filling joints with local earth, spreading blinding coat of 1cm (3/8") depth of local earth of P.1.5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completion of this work as per direction and fully satisfaction of engineer in charge
M/S HAR SIDDHI CONSTRUCTION
Pratap Singh
M/s SINGH BROTHERS
M/S ARCHANA CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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