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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.5 LAdmitted-Finance | -0.33% | ₹12.5 L | L1 | Admitted-Finance |
| 2 | L2₹12.5 LAdmitted-Finance | -0.15% | ₹12.5 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-The bidder is not accepted as per SBD conditions. |
Tender Value
Refer Docs
EMD Value
₹25,000
Closing Date
22 Apr 2026, 6:00 pmClosed
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Macadamization / Construction of Link road from main Chanjua road to Devipur Pyt. block Bhalwal Brahmana. under Non Plan 2026-27 (1St Call)
2026_PWDJK_307196_1
Short e-NIT No. 01 of 2026-2027/Khour Dated 02-04-2026
Open Tender
Civil Works
30 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Div Khour
₹25,000
Executive Engineer PWD(RandB) Div Khour
22 May 2026
2 Apr 2026
23 Apr 2026
4 Apr 2026
22 Apr 2026
4 Apr 2026
18 Apr 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 | Surface Dressing of the ground including removing vegetation and in-equalities not exceeding 1.5 cm deep and disposal of rubbish,lead upto 50m and lift upto 1.5m in All Kind of soil. | 280 | sqm | - | - |
| 2 | 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 | 144 | cum | - | - |
| 3 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 960 | sqm | - | - |
| 4 | 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 | 960 | sqm | - | - |
| 5 | 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 | 958.9 | sqm | - | - |
| 6 | 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.600 mm dia. R.C.C. pipe | 22.5 | Rmt | - | - |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) 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 Kind of soil. | 38 | cum | - | - |
| 8 | 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) | 5.7 | cum | - | - |
| 9 | 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) | 51.5 | cum | - | - |
| 10 | 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 | 16 | sqm | - | - |
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