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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.7 LAdmitted-Finance | -26.33% | ₹19.7 L | L1 | Admitted-Finance |
| 2 | L2₹22.7 LAdmitted-Finance | -15.20% | ₹22.7 L | L2 | Admitted-Finance |
| 3 | L3₹25.5 LAdmitted-Finance | -4.88% | ₹25.5 L | L3 | Admitted-Finance |
| 4 | L4₹26.8 LAdmitted-Finance | +0.00% | ₹26.8 L | L4 | Admitted-Finance |
Tender Value
₹26.8 L
EMD Value
₹53,600
Closing Date
30 Mar 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD RandB Division R S Pura
BOQ
2026_PWDJK_306595_2
Fresh Short e-NIT No. DRSP/151 of 2025-26 Dated 23-03-2026(3rd Call)
Open Tender
Civil Works
90 days
Sehora
eNIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division R S Pura
₹53,600
R S Pura
2 Apr 2026
23 Mar 2026
1 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
25 Mar 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 |
|---|---|---|---|---|---|
| 0.0 | Supplying and filling of RBM by mechanical transport also including ramming and watering in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | cum | - | - |
| 0.0 | Providing & Laying WBM Grade - II with specified stone agg. & binding material including Screaning, sorting. spreading to template & consolidation with power road roller of minimum 8 ton capacity. Base course with 63mm to 45mm size including stone screaning 13.20mm size . | - | cum | - | - |
| 0.0 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | - | cum | - | - |
| 0.0 | P/Applying tack coat using hot straight run bitumenof grade VG-30,including heating the bitumen with mech operated spray unit fittede on bitumen boiler,cleaning and preparing the existing road surface as per sp. On WBM surface @0.75 kg/sqm.. | - | sqm | - | - |
| 0.0 | 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.With paving Asphalt grade VG-30 with no solvent. complete (tack coat to be paid for separately). | - | sqm | - | - |
| 0.0 | 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. | - | sqm | - | - |
| 0.0 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes, 450 mm dia. R.C.C. pipe.ing of joints etc. complete. 300 mm dia. R.C.C. pipe | - | mtr | - | - |
| 0.0 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50mand lift upto 1.50 m, disposed earth to be levelled and neatly dressed: All kinds of soil. | - | cum | - | - |
| 0.0 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size). | - | cum | - | - |
| 0.0 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size). | 1 | cum | - | - |
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