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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | -20.01% | ₹2.5 L | L1 | Admitted-Finance |
| 2 | L2₹3.1 LAdmitted-Finance | -2.00% | ₹3.1 L | L2 | Admitted-Finance |
| 3 | L3₹3.5 LAdmitted-Finance | +10.00% | ₹3.5 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Challan affadavit CdR not as per NIT |
Tender Value
₹3.1 L
EMD Value
₹6,280
Closing Date
16 Feb 2026, 4:00 pmClosed
Executive Engineer PWD R and B Division Thanamandi
Executive Engineer PWD R and B Division Thanamandi
Permanent Restoration on Road from Leeranwali Bawli to Ziarat Sainwalidad km 3rd RD 800 km 4th RD 200 Km 7th RD 300 700 2nd call
2026_PWDJK_302893_1
NIT No 104 of 2025 26 Dated 11 02 2026
Open Tender
Civil Works
60 days
THANAMANDI
Permanent Restoration on Road from Leeranwali Bawli to Ziarat Sainwalidad km 3rd RD 800 km 4th RD 200 Km 7th RD 300 700 2nd call
3 documents required · 3 mandatory
₹600
Executive Engineer PWD R and B Division Thanamandi
₹6,280
5 Mar 2026
11 Feb 2026
17 Feb 2026
11 Feb 2026
16 Feb 2026
11 Feb 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 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
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
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. 41000 mm dia. R.C.C. pipe (laying by manual/mechanical means) complete. Non- pressure NP-3 class (Medium duty) R.C.C. pipes
Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
Sand for an average distance of 145 kms by M.T
Stone aggregate below 40 mm nominal size for an average distance 45kms by M.T
Stone for an an average distance of 10 Km by M.T
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