CONSTRUCTION OF FOOT BRIDGE AT RD 1685 MTR. OF KANDI CANAL STAGE-I

Amount

Dismantling concrete (d) Cement concrete plain1:2:4 mix Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Cement concrete 1:3:6 (a) with stone ballast or shingle (ii)mixing by mechanical means using concrete mixer volumetric type. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Drainage spout complete as per drawing No. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (for bridges). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete, with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to most circular no RW/NH - 33022/1/94-DO III dated 24 june 1994 as per dimensions in the approved drawing and at location directed by the engineer, all as specified-with concrete mixture.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M 30-For solid slab. Using batching plant, Transit mixer and concrete pump For Solid slab super-structure including centering and shuttering Height up to 5m Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.xvi 160mm o/d pipe of 6 Kgf. / sqcm Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M?15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-(a) 0 to 1.5 m depth Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-(b) depth exceeding 1.5 ms but upto 3.0 ms complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-depth exceeding 3.0 ms but upto 4.5 ms.Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supplying and laying of HDPE geomembrane 750 Micron thickness plain type for bed as approved by engineer in charge pasting on both faces, including laying in posistion, anchorage, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supplying and laying of HDPE geomembrane 750 Micron thickness textured type for bed as approved by engineer in charge pasting on both faces, including laying in posistion, anchorage, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Supplying of geotextile200 gsm as per specification including carriage to site laying in position anchorage of geotextile. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Earth work excavation in ordinary soil, exclusive of compensation of earth (f) extra for pudding work.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Filling expansion joints, with special bitumen material of size 20 mm wide and approx 350 mm deep in bridge slab to provide for horizontal movement and vertical movement, all as per approved drawings and specification.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. In ordinary soil (a) depth upto 3 mComplete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (E) RCC Grade M-25 (E-ii) With batching plant, transit mixer and concrete pump.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specifications (G) RCC Grade M-30 Height upto 5m (G-a-ii) With batching plant, transit mixer and concrete pump.Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsComplete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Any Other Items (CSR)

Star construction company

The Lambra Co Operative L and C Society Ltd