Mathura Vrindavan Development Authority Tender
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Mathura Vrindavan Development Authority - MVDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date18 Jun 2024
Closing Date29 Jun 2024
Tender Amount₹ 51,75,000
Costs
EMD
₹ 4,59,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPMVD_926170_9Bid Award Id
ViewTender No
04/MVDA/2024-25-DBTender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
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BOQ Items
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
87
412032
4736
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)
3
19758
6586
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.
2
15704
7852
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
14
3990
285
Laying of I shaped precast Rouble Moulded Interlocking tiles of thickness 100 mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. , Inter Lock 100mm Grey
2301
2277990
990
inter Lock 100mm Coloured
577
594310
1030
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)
8
45888
5736
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
673
174980
260
Neat cement punning
673
39034
58
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
15
2835
189
(A) Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.) 350 mm dia pipe
(I) 0-1.5 MBGL
10
23000
2300
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