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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Finance | -33.00% | ₹3.7 L | L1 | Admitted-Finance |
| 2 | L2₹4.1 LAdmitted-Finance | -26.86% | ₹4.1 L | L2 | Admitted-Finance |
Tender Value
₹5.6 L
EMD Value
₹11,120
Closing Date
23 Mar 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_306101_1
e-NIT No 135 of 2025-26 Dated 13-03-2026
Open Tender
Civil Works
30 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹300
Sub Treasurey Mendhar
₹11,120
11 Apr 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 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:
Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
Supplying and stacking at site 53 mm to 22.4 m
Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)
Supplying and stacking at site Moorum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
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
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.900 mm dia. R.C.C. pipe
Carriage of material by mechanical transport including loading/unloading and stacking complete Stone aggregate avg lead 11 km by MT
Carriage of material by mechanical transport including loading/unloading and stacking complete Stone screening avg lead 11 km by MT
Carriage of material by mechanical transport including loading/unloading and stacking complete dust avg lead 11km by MT
Carriage of material by mechanical transport including loading/unloading and stacking complete 900mm dia HPC avg lead 60km by MT
Carriage of material by mechanical transport including loading/unloading and stacking complete 600mm dia HPC avg lead 60km by MT
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