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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance | -47.12% | ₹2.6 L | L1 | Admitted-Finance |
| 2 | L2₹2.7 L+₹3,700 (1.40%)Admitted-Finance | -46.38% | ₹2.7 L+₹3,700 (1.40%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 L+₹16,150 (6.11%)Admitted-Finance | -43.89% | ₹2.8 L+₹16,150 (6.11%) | L3 | Admitted-Finance |
| 4 | L4₹3.0 L+₹32,050 (12.1%)Admitted-Finance | -40.71% | ₹3.0 L+₹32,050 (12.1%) | L4 | Admitted-Finance |
| 5 | L5₹3 L+₹35,600 (13.5%)Admitted-Finance | -40.00% | ₹3 L+₹35,600 (13.5%) | L5 | Admitted-Finance |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
6 Jan 2026, 6:55 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2025_PWDJK_299476_2
e-NIT No 94 of 2025-26 Dated 30-12-2025
Open Tender
Civil Works
Percentage
90 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹200
Sub Treasurey Mendhar
₹10,000
22 Jan 2026
31 Dec 2025
7 Jan 2026
31 Dec 2025
6 Jan 2026
31 Dec 2025
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil :85% Ordinary Rock10% Hard Rock 5%
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:1 All kinds of soil :
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.Non-pressure NP-4 class (Heavy duty) R.C.C. pipes R.C.C. pipes 900 mm dia. R.C.C. pipe
Providing and making wire crates structure as per direction of engineer in charge.complete job.
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 by mechanical transport including loading/unloading and stacking complete from source to site of work R.C.C. pipes 900 mm dia.lead 55 kms avg
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