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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 CrRejected-Finance 474 12 SAKET COLONY MUZAFFARNAGAR | ₹1.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 CrRejected-Finance GRAM KAMALPUR BAKDAULI PO NANAUTA SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹1.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.3 CrRejected-Finance GRAM POST MAWANA KHURD MAWANA MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹1.3 Cr | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical 0 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.4 Cr
EMD Value
₹8.9 L
Closing Date
16 Apr 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
RanKhandi to Gunarsa Road
2026_CEMRT_1135954_3
2272/96M-S/2026 Date 31.03.2026
Open Tender
Civil Works
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹8.9 L
30 May 2026
11 Apr 2026
16 Apr 2026
11 Apr 2026
16 Apr 2026
11 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 | (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) SI. No. 251(a) complete in all respects but excluding GST. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 complete in all respects but excluding GST. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. complete in all respects but excluding GST. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Providing, laying, spreading material on a prepared surface, subgrade adding cement @ 2 % By weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to the achieve the desired unconfined compressive strength and to form a layer of sub-base. complete in all respects but excluding GST. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 5 | 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.Including 4% Cement (OPC) & Mising with rotavater) complete in all respects but excluding GST. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 6 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as per direction of Engg-in-Charge complete in all respects but excluding GST. | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 7 | 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 as per Technical Specification Clause 508. as per direction of Engg-in-Charge complete in all respects but excluding GST. | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 8 | Providing and laying seal coat 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 direction of Engg-in-charge complete in all respects but excluding GST. | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 9 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. complete excluding GST. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. complete excluding GST. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
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