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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹8.2 L+₹45,721.84 (5.87%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹9.0 L+₹1.2 L (15.4%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹9.5 L+₹1.7 L (22.1%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | Not Admitted-Fee/PreQual/Technical 302 SHIV SADAN OPP ANAND MILAN SOC NEAR FIVE SHOP BHATIA CHOWK ULHASNAGAR 421004 | THANE | MAHARASHTRA | 421004 | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
16 Feb 2026, 6:00 pmClosed
EXECUTIVE OFFICER
nagar palika neemrana
Repair work on the walls of Neemrana pond
2026_DLB_535063_17
npn/1789
Open Tender
Civil Works
Percentage
60 days
nagar palika neemrana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXECUTIVE OFFICER, MD RISL
₹20,000
Yes
25 Feb 2026
4 Feb 2026
18 Feb 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of mpensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing weep holes in brick/ stone masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with following dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing, technical specifications and clause 2205 of MoRT&H Specification including all scaffolding, material, labour, machinery etc.150 mm dia
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand)
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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nit17.pdf
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ANNUXURE.pdf
Other Document • 4.70 MB
BOQ_953365.xls
BOQ • 0.28 MB
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