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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Finance | -11.99% | ₹3.7 L | L1 | Admitted-Finance |
| 2 | L2₹4.0 L+₹29,174.42 (7.95%)Admitted-Finance | -4.99% | ₹4.0 L+₹29,174.42 (7.95%) | L2 | Admitted-Finance |
Tender Value
₹4.9 L
EMD Value
₹9,840
Closing Date
28 Jul 2026, 6:00 pmClosed
Executive Engineer, PWD Division I Sawai Madhopur
Executive Engineer, PWD Division I Sawai Madhopur
Construction of a CC road from the Animal Husbandry Department Sub-Health Centre to Babulal Gurjar house in Shyamoli
2026_CEPWD_577078_5
E-NIT No. 07/2026-27 EE PWD Dn. I Sawai Madhopur
Open Tender
Civil Works
Percentage
60 days
Sawai Madhopur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Egras Office ID 11496
₹9,840
Yes
4 Aug 2026
24 Jul 2026
29 Jul 2026
24 Jul 2026
28 Jul 2026
24 Jul 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 |
|---|---|---|---|---|---|
| 1Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. | |||||
| 1.01 | for grading- III Material | 1 | Cum | 738 | ₹737.26 |
| 2 | Dry Lean Cement Concrete 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. | 1 | Cum | 2,418 | ₹2,415.58 |
| 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 25 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 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 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 | 4,811 | - |
| 4 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801 | - | Sqm | 13,066 | - |
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