Mathura Vrindavan Development Authority Tender

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Mathura Vrindavan Development Authority - MVDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date18 Jun 2024
Closing Date24 Jun 2024
Tender Amount₹ 63,91,000 
Notes
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Costs

Description

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BOQ Items

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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

1325

1105050

834

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inter Lock 80mm Coloured

332

302120

910

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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)

156.5

776240

4960

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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)

16

85856

5366

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12 mm cement plaster finished with mix : 1:4 (1 cement: 4 fine sand)

67

17420

260

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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

239.6

1936207

8081

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Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete.

1598

63920

40

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

99

777348

7852

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Providing and fixing 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.)

6000

18000

3

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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)

7.6

43593

5736

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Cartage of dismentled material 3km distance including loading & unloading etc. all complete

252

23486

93.2

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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.

121

74778

618



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