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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.0 LAdmitted-Finance R O VILL RANI KOTA TEH NAJIBABAD DISTT BIJNOR | BIJNOR | UTTAR PRADESH | 246701 | -21.99% | ₹33.0 L | L1 | Admitted-Finance |
| 2 | L2₹34.4 LAdmitted-Finance NAVA PUWA DHARMSHALA ROAD HARDARI | GANDHINAGAR | GUJARAT | 382115 | -18.75% | ₹34.4 L | L2 | Admitted-Finance |
| 3 | L3₹38.1 LAdmitted-Finance | -9.99% | ₹38.1 L | L3 | Admitted-Finance |
| 4 | L4₹41.6 LAdmitted-Finance | -1.55% | ₹41.6 L | L4 | Admitted-Finance |
| 5 | L5₹42.3 LAdmitted-Finance DHANAURI KUNWAR POST AKBARABAD TEHSIL NAJIBABAD DISTRICT BIJNOR UTTAR PRADESH | NAJIBABAD | BIJNOR | UTTAR PRADESH | -0.01% | ₹42.3 L | L5 | Admitted-Finance |
Tender Value
₹46.1 L
EMD Value
₹4.3 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of The Superintending Engineer Rampur Circle PWD Rampur
New Construction of Kashmiri to Dugri Road
2026_CEMBD_1127437_17
1527/E-Tender R.Circle/25-26 Dt. 06.03.2026
Open Tender
Civil Works - Roads
180 days
Bijnor
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,354
₹4.3 L
Yes
Rampur
2 Jun 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Construction 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 labour cess but excluding GST.) | |||||
| 2Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embakment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. As per MORD Specification Sr. No. 3.5(ii). (Including labour cess but excluding GST.) | |||||
| 3Construction 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 MORD Specification clause 401 Sr. No. 4.07. (Including labour cess, Royalty but excluding GST.) | |||||
| 4(Cement Treated Sub Base) Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixed in place with rotavator and comacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. (Including labour cess, Royalty but excluding GST.) | |||||
| 5(Cement Treated Base) Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired uncomfired compressive strength and to form a layer of base. (Including labour cess, Royalty but excluding GST.) | |||||
| 6Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including labour cess but excluding GST.) | |||||
| 7Providing, laying and rolling of open-graded premix carpet of 20 mm thickness by manual means composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen bitumen 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 as per Technical Specification Clause 508. (Including labour cess, Royalty but excluding GST). | |||||
| 8Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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 MORD Specification clause 510 Sr. No. 5.12A. (Including labour cess, Royalty but excluding GST). | |||||
| 9Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6. (Including labour cess, Royalty but excluding GST.) | |||||
| 10Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 Sr. No.1203 I. Brick masonry in 1:3 cement mortar. (Including labour cess, Royalty but excluding GST.) | |||||
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