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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.4 LAdmitted-Finance | -5.11% | ₹8.4 L | L1 | Admitted-Finance |
Tender Value
₹8.8 L
EMD Value
₹17,640
Closing Date
4 Jun 2026, 6:00 pmClosed
EE PWD DIV. NAINWA
EE PWD DIV. NAINWA
Maintenance and repair work of ricks and coast on Tonk Nagar Nainwan Khatkad K.Patan Road SH-34 Km 34/0 to 86/300 balance work (Km 67/650 to 76/400) in Bundi district under defect rectification period
2026_CEPWD_562862_13
EE PWD DIV. NAINWA NITNO-05/2026-27
Open Tender
Civil Works
Percentage
30 days
BUNDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DIV. NAINWA
₹17,640
Yes
5 Jun 2026
27 May 2026
5 Jun 2026
27 May 2026
4 Jun 2026
27 May 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 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 | 577.5 | P.Sqm. | - | - |
| 2 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 | 2,887.5 | P.Sqm. | - | - |
| 3 | 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 fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive 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 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). | 49 | P.Cum. | - | - |
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BOQ_1001764.xls
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