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Tender Value
₹3.5 L
EMD Value
₹7,000
Closing Date
8 Oct 2026, 3:00 pmClosed
Ex. En. PWD JHUNJHUNU
Ex. En. PWD JHUNJHUNU
As per NIT
2026_CEPWD_602014_10
09/2026-27 Jhunjhunu
Open Tender
Civil Works
Percentage
Jhunjhunu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
As per NIT
₹7,000
Yes
30 Sept 2026
30 Sept 2026
9 Oct 2026
30 Sept 2026
8 Oct 2026
30 Sept 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 | Civil Work :- | - | - | - | - |
| - | Construction of Embankment with Material Obtained from Roadway Cutting : Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | 84 | Per Cum | 33 | ₹2,772 |
| - | Granular Sub-base with Well Graded Material (Table 400-1): By Mix in Place Method: Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material | 28 | Per Cum | 461 | ₹12,908 |
| - | 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 fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. For All Rajasthan except Bikaner | 26.25 | Cum | 2,418 | ₹63,472.5 |
| - | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | 262.5 | Sqm | 781 | ₹2,05,012.5 |
| - | Direction and Place Identification signs upto 0.9 sqm size board: Semi-Reflective Traffic signs: Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board | 1.08 | Sqm | 2,624 | ₹2,833.92 |
| - | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | 1 | Each | 9,547 | ₹9,547 |
| - | Add : GST (9.0 % SGST+ 9.0 % CGST) = 18% GST | - | Each. | 0.18 | - |
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