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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹20.2 L+₹28,496.54 (1.43%)Rejected-Finance | L2 | Rejected-Finance REJECTED BEING HIGHER RAETE |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
5 Apr 2021, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE PD PWD RAEBARELI
EE PD PWD RAEBARELI
New Construction of Kushal Khera link Road
2021_CEUCZ_555348_7
186/1A/2020-21 DATED 01.02.2021
Open Tender
Civil Works
Fixed-rate
180 days
RAEBARELI
New Construction of Kushal Khera link Road
2 documents required · 2 mandatory
₹860
₹2.0 L
Yes
EE PD PWD RAEBARELI
21 Apr 2026
15 Feb 2021
6 Apr 2021
15 Feb 2021
5 Apr 2021
15 Feb 2021
19 Feb 2021
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | construction of enbankment with approved material otained form borrow pits with a lift upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet requarment of table 300.1 and 300.2 with a lead upto 1000 m as per techincal specaification clause 301.5 (3.4) | 1,365 | Cum | 85 | ₹1,16,025 |
| - | 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. | 202.5 | Cum | 3,370.5 | ₹6,82,526.25 |
| - | Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density | 112.5 | Cum | 3,981.6 | ₹4,47,930 |
| - | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density | 112.5 | Cum | 4,317.88 | ₹4,85,761.5 |
| - | Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge. | 0.4 | Km | 6,718.6 | ₹2,687.44 |
| - | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm usingmannual means . | 1,500 | Sqm | 1.4 | ₹2,100 |
| - | Providing and applying tack coat with Bitumen V.G._10 using Bitumin pressure distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom | 1,500 | Sqm | 1 | ₹1,500 |
| - | Providing, laying and rolling of open graded Premix Surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade VG-10 to required line, grade level to serve as wearing course on a previously prepared base, including mixing by H.M.P., laying and rolling with a smooth wheel roller 8-10 tonne capacity finished to required level and grades. | 1,500 | Sqm | 80 | ₹1,20,000 |
| - | Providing, laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross falls using type "C" seal coat including cost of material, labour, plant, mechinery and T&P, all labour etc. complete as per PWD specification. | 1,500 | Sqm | 20 | ₹30,000 |
| - | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | 198 | Cum | 109 | ₹21,582 |
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