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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.2 LAdmitted-Finance | -10.01% | ₹16.2 L | L1 | Admitted-Finance |
| 2 | L2₹17.1 L+₹90,180.01 (5.57%)Admitted-Finance | -5.00% | ₹17.1 L+₹90,180.01 (5.57%) | L2 | Admitted-Finance |
| 3 | L3₹17.5 L+₹1.3 L (8.12%)Admitted-Finance | -2.70% | ₹17.5 L+₹1.3 L (8.12%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-E-Stamp Certificate no. and Unique DOC Reference no. not Matched with E Stamp and Affidavit |
Tender Value
₹18 L
EMD Value
₹36,000
Closing Date
9 Mar 2026, 6:50 pmClosed
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
EXECUTIVE ENGINEER PWD RB DIVISION MENDHAR
Please refer to BOQ
2026_PWDJK_305122_1
e-NIT No 131 of 2025-26 Dated 03-03-2026
Open Tender
Civil Works
Percentage
60 days
MENDHAR
Please refer to Technical Bid as per conditions of e-NIT.
2 documents required · 2 mandatory
₹860
Sub Treasurey Mendhar
₹36,000
16 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
9 Mar 2026
3 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: 2.9.1 All kinds of soil :
Supplying and stacking at site Moorum
CEMENT CONCRETE (CAST-IN-SITU) 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)
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
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
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra for depth for manholes 20.8.1 Size 90x80 cm 20.8.1.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry road gully chamber of specified size with common burnt clay(non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4coarse sand) including precast R.C.C. horizontal grating with frame complete as per standard design: 20.23.1 Chamber size 50x45x60 cm including precast R.C.C grating with frame 500x450 mm horizontal grating
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