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Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
29 Jun 2026, 6:00 pm7d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
salumber
REPAIR OF DAMAGED CD WORK ON A/R GODASAR CH. 2/180
2026_CEPWD_569542_8
NIT 10/2026-2027
Open Tender
Civil Works
60 days
Salumber
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
17826-Xen PWD
₹10,000
Yes
19 Jun 2026
19 Jun 2026
30 Jun 2026
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29 Jun 2026
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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 | Excavation for Structures (Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.) Ordinary soil Upto 3 m depth | 106.97 | P.Cum | 137 | ₹14,654.89 | BI01010001010000000000000515BI0100001126 |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6 | 9.17 | P.Cum | 2,584 | ₹23,695.28 | BI01010001010000000000000515BI0100001127 |
| 3 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 including Weepholes as per MoRTH specifications Clauses 2706 For All Rajasthan except Churu and Hanumangarh Random Rubble Masonry In 1:6 cement mortar | 91.69 | P.Cum | 2,102 | ₹1,92,732.38 | BI01010001010000000000000515BI0100001128 |
| 4 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. | 142.63 | P.Sqm | 132 | ₹18,827.16 | BI01010001010000000000000515BI0100001129 |
| 5 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6: 50 mm thick | 20.38 | P.Sqm | 211 | ₹4,300.18 | BI01010001010000000000000515BI0100001130 |
| 6 | Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 | 82 | Each | 59 | ₹4,838 | BI01010001010000000000000515BI0100001131 |
| 7 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with a lead of 1 Km.) By Mechanical Means with all lead For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar | 28.13 | P.Cum | 1,044 | ₹29,367.72 | BI01010001010000000000000515BI0100001132 |
| 8Cement Concrete Pavement: Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 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 near approaches to | ||||||
| 8.01 | 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) | 28.13 | P.Cum | 4,811 | ₹1,35,333.43 | BI01010001010000000000000515BI0100001134 |
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