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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | -17.63% | ₹4.9 L | L1 | Admitted-Finance |
| 2 | L2₹5.6 LAdmitted-Finance | -6.33% | ₹5.6 L | L2 | Admitted-Finance |
| 3 | L3₹5.6 LAdmitted-Finance | -6.00% | ₹5.6 L | L3 | Admitted-Finance |
| 4 | L4₹5.9 LAdmitted-Finance | -1.00% | ₹5.9 L | L4 | Admitted-Finance |
Updated dates
Tender Value
₹6.0 L
EMD Value
₹11,900
Closing Date
26 May 2026, 2:20 pmClosed
Executive Engineer PWD(RandB) Division Satwari
Office of the Executive Engineer PWD(RandB) Division Satwari
Macadamization of link road from Shop Bali Singh to House of Nanak Singh and allied works.
2026_PWDJK_309670_1
Short e-NIT No. 09 of 2026-27 Dated 09-05-2026
Open Tender
Civil Works
20 days
Marh
As per eNIT
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Division Satwari
₹11,900
Satwari
30 May 2026
9 May 2026
27 May 2026
9 May 2026
26 May 2026
9 May 2026
11 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 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) oil | 21 | Cum | 1,725.2 | ₹36,229.2 |
| 2 | Earth work in excavation by Manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil 1 meter from cutting edge | 62.63 | Cum | 479.3 | ₹30,018.56 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 8.35 | Cum | 4,826.5 | ₹40,301.28 |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 21 | Cum | 5,733.6 | ₹1,20,405.6 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 4.8 | Cum | 7,104.35 | ₹34,100.88 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars | 456 | kg | 123.1 | ₹56,133.6 |
| 7 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 21 | sqm | 416.5 | ₹8,746.5 |
| 8 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.(Manually) | 210 | sqm | 268.15 | ₹56,311.5 |
| 9 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete | 210 | sqm | 102.85 | ₹21,598.5 |
| 10 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. | 210 | sqm | 56.1 | ₹11,781 |
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