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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.5 LAccepted-AOC 69 DAMADA GA SAVA BAG AGRA | AGRA | AGRA | UTTAR PRADESH | ₹96.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹98.8 LRejected-Finance 0 AHAMADPUR AHAMADPUR AHAMADPUR JAUNPUR UTTAR PRADESH 222180 | JAUNPUR | UTTAR PRADESH | 222180 | ₹98.8 L | L2 | Rejected-Finance Rejected Because Quoted higher rate |
| 3 | L3₹1.0 CrRejected-Finance G 5 VIKRAM COLONY RAMGHAT ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹1.0 Cr | L3 | Rejected-Finance Rejected Because Quoted higher rate |
| 4 | L3₹1.0 CrRejected-Finance KANHA VIHAR COLONY HATHRAS | ₹1.0 Cr | L3 | Rejected-Finance Rejected Because Quoted higher rate |
| 5 | L4₹1.1 CrRejected-Finance FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹1.1 Cr | L4 | Rejected-Finance Rejected Because Quoted higher rate |
Tender Value
₹1.5 Cr
EMD Value
₹9.7 L
Closing Date
28 Apr 2026, 12:00 pmClosed
Superintending Engineer Aligarh Circle PWD Aligarh
Office of The SE, Aligarh Circle, P.W.D., Aligarh
New Construction of Village Jamon to Dadisara Road (upto Aligarh border)
2026_CEALG_1137684_1
2163/Cashier(C.D.-1 A.)-A.C./26-27 Date 04-04-2026
Open Tender
Civil Works - Roads
365 days
Aligarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹9.7 L
Yes
Office of The SE, Aligarh Circle, P.W.D., Aligarh
5 Jun 2026
16 Apr 2026
28 Apr 2026
16 Apr 2026
28 Apr 2026
16 Apr 2026
23 Apr 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 |
|---|---|---|---|---|---|
| 1 | Construction of Subgrade and Earthen Shoulders 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Cum | - | - |
| 2 | 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Cum | - | - |
| 3 | 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Cum | - | - |
| 4 | 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Cum | - | - |
| 5 | Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. Ch-20, S.I. 76 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Km | - | - |
| 6 | Providing and applying prime coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface etc and spraying primer at the rate of 0.70/Sqm. using mechnical means as per Technical Specification. Clause 502, S.L.-5.10, of MORD specification (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Sqm | - | - |
| 7 | Providing and applying Tack coat with Bitminous VG-10 using bitumen distributor at the rate of 0.35 Kg. per Sqm. on the prepared granular surface cleaned with Hydraulic broom as per Technical Specification. Clause 503, of MORD specification including cost of Bitumen as per direction of E/I. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Sqm | - | - |
| 8 | Providing,laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm. to 5.60 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 Seal coat as per Technical Specification. Clause 508, of MORD specification including cost of Bitumen as per direction of E/I. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Sqm | - | - |
| 9 | Providing,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, of MORD specification including cost of Bitumen as per direction of E/I. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Sqm | - | - |
| 10 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) | - | Cum | - | - |
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