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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.0 LAccepted-AOC ALIGARH | UTTAR PRADESH | 202001 | ₹90.0 L | L1 | Accepted-AOC accepted L1 |
| 2 | L2₹1.0 CrRejected-Finance ALIGARH UTTAR PRADESH UP | ₹1.0 Cr | L2 | Rejected-Finance Reject L2 |
| 3 | L3₹1.1 CrRejected-Finance 1 234 8 | ALIGARH | UTTAR PRADESH | 202001 | ₹1.1 Cr | L3 | Rejected-Finance Reject L3 |
Tender Value
₹2.1 Cr
EMD Value
₹12.7 L
Closing Date
25 Mar 2026, 12:00 pmClosed
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
FY 2025 26 New construction work under the Non IGRS Interconnectivity Scheme from Jattari Pisawa road to Andeshwar Temple Shiv Temple hote hue Palwal Tappal Aligarh road
2026_CEALG_1127974_1
1772-Cashier (P.D.A)-A.C-25-26 dt-19.03.2026
Open Tender
Civil Works
365 days
OFFICE OF THE EE PD PWD ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
Yes
₹12.7 L
Yes
4 May 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
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 |
|---|---|---|---|---|---|
| 1Part-A (Bituminious work) Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Carted Earth) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | |||||
| 2Providing, laying and spreading Material on a prepared sub grade, adding cement @2% by weight to the spread Material manually, mixing in place with rotavator and compecting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T | |||||
| 3Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the place with rotavator and compecting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | |||||
| 4Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | |||||
| 5Providing, 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 Type-C as per Technical Specification Clause 508. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T | |||||
| 6Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | |||||
| 7Construction of subgrade and earthen shouiders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Carted Earth) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | |||||
| 8Part-B (CC work) Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Local Earth) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | |||||
| 9Earthwork in excavation 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. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | |||||
| 10Costruction 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. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T | |||||
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