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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.3 LAccepted-AOC | ₹59.3 L Quoted ₹40.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹40.5 LRejected-AOC | ₹40.5 L | L2 | Rejected-AOC L2 |
Tender Value
₹65 L
EMD Value
₹5.3 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of The Superintending Engineer Rampur Circle PWD Rampur
New Construction of Athai Amkhera Shanjerpur Road to Jaitra Road
2026_CEMBD_1127437_7
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
₹5.3 L
Yes
Rampur
8 May 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.) | |||||
| 4WBM Grading 3 (22.4-53 mm) 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. As per MORD Specification clause 401 Sr. No. 4.07(3)(A). (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). | |||||
| 9Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | |||||
| 10Providing 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.) | |||||
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