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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹8.7 L+₹65,407.23 (8.13%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹9.9 L+₹1.8 L (22.9%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹9.9 L+₹1.9 L (23.1%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹10.0 L+₹2.0 L (24.6%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹26,760
Closing Date
3 Jul 2026, 6:00 pmClosed
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Construction of lane and drain at Nai basti from main road to the H/O Sham Lal Mistri. Under Permanent Restoration (FY 2026-27) (Ist Call)
2026_PWDJK_312419_4
Short e-NIT No. 11 of 2026-2027/Khour Dated 13-06-2026
Open Tender
Civil Works
Percentage
30 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Div Khour
₹26,760
Executive Engineer PWD(RandB) Div Khour
8 Aug 2026
13 Jun 2026
4 Jul 2026
15 Jun 2026
3 Jul 2026
15 Jun 2026
20 Jun 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 | Earthwork in filling by way of RBM filling and compacting with roller. | 34 | cum | 300 | ₹10,200 |
| 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:All kinds of soil | 20 | cum | 479.3 | ₹9,586 |
| 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. | 600 | sqm | 30.9 | ₹18,540 |
| 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 | 600 | sqm | 268.15 | ₹1,60,890 |
| 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 | 600 | sqm | 102.85 | ₹61,710 |
| 6 | 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) | 3.5 | cum | 4,826.5 | ₹16,892.75 |
| 7 | 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) | 109.7 | cum | 5,733.6 | ₹6,28,975.92 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 111 | sqm | 286.35 | ₹31,784.85 |
| 9 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50 mm thick with 20mm nominal size stone aggregate | 4 | sqm | 562.15 | ₹2,248.6 |
| 10 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 0.59 | cum | 7,788.4 | ₹4,595.16 |
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