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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAccepted-AOC UTTAR PRADESH UP | BAREILLY | UTTAR PRADESH | 244701 | ₹40.7 L | L1 | Accepted-AOC accepted L1 |
| 2 | L2₹43.0 LRejected-Finance RAJ VIHAR COLONY KHAIR ALIGARH | KHAIR | ALIGARH | UTTAR PRADESH | ₹43.0 L | L2 | Rejected-Finance Reject L2 |
| 3 | L3₹47.3 LRejected-Finance ALIGARH UTTAR PRADESH UP | ALIGARH | UTTAR PRADESH | 202001 | ₹47.3 L | L3 | Rejected-Finance Reject L3 |
| 4 | L4₹47.9 LRejected-Finance FLAT NO 02 KAPIL VIHAR NEAR BANAVEDI DHANA ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹47.9 L | L4 | Rejected-Finance Reject L4 |
| 5 | L5₹48.4 LRejected-Finance ALIGARH UTTAR PRADESH UP | ₹48.4 L | L5 | Rejected-Finance Reject L5 |
Tender Value
₹68.5 L
EMD Value
₹5.5 L
Closing Date
28 Apr 2026, 12:00 pmClosed
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
New Construction work of link road from Raghavgarhi to Bhurgarhi under Non IGRS Inter Connectivity Scheme in the financial year 2025-26
2026_CEALG_1135272_1
2122-Cashier (P.D.A)-A.C-26-27 dt-01.04.2026
Open Tender
Civil Works
365 days
OFFICE OF THE EE PD PWD ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹5.5 L
Yes
21 May 2026
10 Apr 2026
28 Apr 2026
10 Apr 2026
28 Apr 2026
10 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 (Local Earth)& Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | - | Cum | - | - | - |
| 2 | Providing, 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.As per Mord specifications 401 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | - | Cum | - | - | Providing, 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.As per Mord specifications 401 |
| 3 | Providing, 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.As per Mord specification 401 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | - | Cum | - | - | Providing, 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.As per Mord specification 401 |
| 4 | Providing 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. | - | Sqm | - | - | Providing 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 |
| 5 | 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 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. | - | Sqm | - | - | 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 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. |
| 6 | 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.& Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | - | Sqm | - | - | 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. |
| 7 | 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. | - | Cum | - | - | 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) |
| 8 | Reinforced cement concret M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | - | Nos | - | - | Reinforced cement concret M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703 |
| 9 | Reinforced cement concret M-15 grade Hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. | - | Nos | - | - | Reinforced cement concret M-15 grade Hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703 |
| 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 | - | - | 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 |
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