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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹48.7 LAdmitted-Finance | -30.00% | ₹48.7 L | L1 | Admitted-Finance |
| 2 | L2₹60.8 LAdmitted-Finance | -12.73% | ₹60.8 L | L2 | Admitted-Finance |
Tender Value
₹69.6 L
EMD Value
₹1.4 L
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer PWD Division Baitu
Executive Engineer PWD Division Baitu
Maintenance of DLP Road Shiv Patodi via Falsund-Shergarh Road on SH-65 Km. 134/0 to 150/0 under PWD Sub Dn. Patodi
2026_CEPWD_548036_1
NIT No. 09/2025-26 EE PWD Division Baitu
Open Tender
Civil Works
30 days
Patodi
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Office ID 18643
₹1.4 L
Yes
8 Apr 2026
2 Apr 2026
7 Apr 2026
2 Apr 2026
6 Apr 2026
2 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 |
|---|---|---|---|---|---|
| 1 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) | - | Cum | - | - |
| 2 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). | - | Cum | - | - |
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