Mathura Vrindavan Development Authority Tender
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Mathura Vrindavan Development Authority - MVDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Nov 2024
Closing Soon6 Dec 2024
Tender Amount₹ 1,17,74,000
Costs
EMD
₹ 7,89,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPMVD_978311_1Tender No
20/mvda/2024-25Tender Authority
Mathura Vrindavan Development Authority ViewPurchaser Address
-Website
http://https://mvda.in/
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Documents
BOQ Items
Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80 mm (Compressive strength not less then 30Mpa as specified in IS:15658 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 as specified in IS 15658:2006
-
-
-
Inter Lock 80 mm Grey
2320
794
1842080
inter Lock 80mm Coloured
580
794
460520
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
336.5
4960
1669040
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
43
5366
230738
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
187
309
57783
Providing and laying design mix cement concrete of M-25 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture,including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge(Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paidseparately). Note:- Cement content considered in M-25 is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately , Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer
509.6
8081
4118077.6
Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete.
6747
40
269880
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
211
7852
1656772
P/F pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
7050
3
21150
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)
22.3
5736
127912.8
Cartage of dismentled material 3km distance including loading & unloading etc. all complete
812
130
105966
Road Marking with Hot Applied Thermoplastic Compound with Reflective glass beads on Bitumeneous /c.c. surface P/L of hot applied thermopalastic compound 2.5mm thick inlcuding reflectorsing glass beads @ 250gms per sqm area thickness 2.5mm is exclusive of surface applied glass beads as per IRC 35. The fiinsihed surface to be level, uniform and free from steaks and holes.
321
618
198378
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