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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -23.76% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹4.1 L (3.40%)Admitted-Finance | -21.17% | ₹1.2 Cr+₹4.1 L (3.40%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹12.5 L (10.5%)Admitted-Finance | -15.77% | ₹1.3 Cr+₹12.5 L (10.5%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹21.4 L (17.9%)Admitted-Finance | -10.11% | ₹1.4 Cr+₹21.4 L (17.9%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 Cr+₹37.3 L (31.2%)Admitted-Finance | -0.01% | ₹1.6 Cr+₹37.3 L (31.2%) | L5 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
27 Nov 2025, 10:42 amClosed
CEO TEMPLE BOARD NATHDWARA
CEO TEMPLE BOARD NATHDWARA
Construction of Boundary wall at Bachhvan, Sehi Gaav, Mathura, UP
2025_NATB_513607_1
5732/NV/2025 DT. 15/11/2025
Open Tender
Civil Works
Percentage
365 days
SEHI VILLAGE, MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
NATHDWARA TEMPLE BOARD/MDRISL JAIPUR
₹3.1 L
6 Dec 2025
18 Nov 2025
29 Nov 2025
18 Nov 2025
27 Nov 2025
18 Nov 2025
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soils
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
Extra for random rubble masonry with hard stone in : Square or rectangular pillars
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 mm thick
CEMENT PLASTER (IN FINE SAND) 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
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