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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Finance | -40.00% | ₹4.7 L | L1 | Admitted-Finance |
| 2 | L2₹5.7 LAdmitted-Finance | -27.90% | ₹5.7 L | L2 | Admitted-Finance |
| 3 | L3₹5.8 LAdmitted-Finance | -26.10% | ₹5.8 L | L3 | Admitted-Finance |
| 4 | L4₹6.3 LAdmitted-Finance | -20.01% | ₹6.3 L | L4 | Admitted-Finance |
| 5 | L5₹6.3 LAdmitted-Finance | -19.00% | ₹6.3 L | L5 | Admitted-Finance |
Tender Value
₹7.8 L
EMD Value
₹15,680
Closing Date
20 May 2026, 6:00 pmClosed
EE PWD DN DIDWANA
EE PWD DN DIDWANA
Construction of CC Road from Shree Nathruram Bagdi Ke Ghar Se Police thana Road (MLA LAD)
2026_CEPWD_558378_4
NIT No 02 of 2026-27 EE PWD DN DIDWANA
Open Tender
Civil Works
60 days
DIDWANA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD DN DIDWANA, MD RISL JAIPUR
₹15,680
Yes
25 May 2026
12 May 2026
21 May 2026
12 May 2026
20 May 2026
12 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 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 133.92 | Cum | 632 | ₹84,637.44 |
| 2 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 63.77 | Cum | 2,715 | ₹1,73,135.55 |
| 3 | 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 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) | 95.66 | Cum | 5,500 | ₹5,26,130 |
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