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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.1 LAdmitted-Finance | -50.76% | ₹15.1 L | L1 | Admitted-Finance |
| 2 | L2₹16.0 LAdmitted-Finance | -48.01% | ₹16.0 L | L2 | Admitted-Finance |
| 3 | L3₹19.9 LAdmitted-Finance | -35.11% | ₹19.9 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical CdR not pledge to xen TMD |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical affadavit not signed by the bidder |
Tender Value
₹30.7 L
EMD Value
₹61,400
Closing Date
5 Feb 2026, 4:00 pmClosed
Executive engineer PWD R and B division Thanamandi
Executive engineer PWD R and B division Thanamandi
Permanent Restoration of road from Saj to Basan upto Kaiyan under UT Capex road Sector of capex budget 2025 26 3rd call
2026_PWDJK_301742_3
NIT No 95 of 2025 26 Dated 29 01 2026
Open Tender
Civil Works
60 days
Thanamandi
Permanent Restoration of road from Saj to Basan upto Kaiyan under UT Capex road Sector of capex budget 2025 26 3rd call
3 documents required · 3 mandatory
₹600
Executive engineer PWD R and B division Thanamandi
₹61,400
16 Feb 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
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 kinds of soil
Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size)
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)
Dry random rubble masonry with hard stone in foundation and plinth: e. Without bond stone
Centering and Shuttering
Foundations, footings, bases of columns
Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc
Stone filling hand packed in horizontal on level including cost of stones.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
Sand for an average distance of 150 kms by M.T
Stone aggregate below 40 mm nominal size for an average distance 15 kms by M.T
Stone for an an average distance of 10 Km by M.T
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