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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹37.1 LAccepted-Finance | ₹37.1 L | L-1 | Accepted-Finance Accept |
| 2 | L-2₹37.1 LRejected-Finance | ₹37.1 L | L-2 | Rejected-Finance Reject |
| 3 | L-3₹37.1 LRejected-Finance | ₹37.1 L | L-3 | Rejected-Finance Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹37.2 L
EMD Value
₹3.9 L
Closing Date
28 Apr 2026, 12:00 pmClosed
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
Gram panchayat Kanwara ke bramha dera mein Lakhana ke makan se Barat ghar hote hue Durja Nishad ke makan Ki or sampark marg ka nav nirmaan kaary -Including 5 years of maintenance-
2026_CEBAN_1136778_4
1715/35C-Banda Circle/2025 Date-07-04-2026
Open Tender
Civil Works
180 days
BANDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹3.9 L
OFFICE OF THE SE BANDA CIRCLE PWD BANDA
26 May 2026
15 Apr 2026
28 Apr 2026
15 Apr 2026
28 Apr 2026
15 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
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. | - | cum | - | - | BI01010001010000000000000515BI0100001115 | |
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm 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 aggregates, watering and compacting to the required density grading-III as per technical specification clause 405 | - | cum | - | - | BI01010001010000000000000515BI0100001116 | |
Cement Concrete Pavement Construction 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 M30 (Grade), 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, admixture 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 | - | cum | - | - | BI01010001010000000000000515BI0100001117 | |
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 up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% staked lime including its mixing with rotabator complete. | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
Road Furniture Reflective Sign Board,Reflective Caution Boards,Painting of Km. Stone,Hect.Stone,Culvert Parapet etc. | - | Km. | - | - | BI01010001010000000000000515BI0100001119 | |
Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & 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.(S.I.No. 251) | - | cum | - | - | BI01010001010000000000000515BI0100001120 | |
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) | - | cum | - | - | BI01010001010000000000000515BI0100001121 | |
Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. | - | cum | - | - | BI01010001010000000000000515BI0100001122 | |
Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. | - | cum | - | - | BI01010001010000000000000515BI0100001123 |
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