Widening of existing culvert and other repair works near ash pond 1 at HWPM

Amount

Providing and laying plain cement concrete of 1:3:6 (1Cement: 3 Coarse sand : 6 graded crushed stone aggregate) using 20 mm and down gauge crushed stone aggregate of approved quality including shuttering, leveling, ramming, finishing and curing etc., all complete as per specifications and as directed by the Engineer in Charge.

Providing and laying in position 1:1.5:3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate using 20 mm nominal size) grade Reinforced cement concrete for all the works with ACC/ Ultratech/ Birla A1/ Jaypee cement of 43 grade, using cementious content as 400 kg with cement flyash ratio of 80:20 (80% cement : 20% fly ash, flyash available free of cost at plant but transporting by contractor) minimum cement content excluding fly ash should be 320 kg/cum, including providing weep holes of 100 mm dia. of PVC wherever required with min. sapcing of 1.5mtr(c/c) with chute cloth,providing filter media of C& F aggregate transportation, shuttering, making openings wherever required, finishing, compacting, levelling, curing etc excluding the cost of reinforcement which will be paid seperatly under relevant item etc., all complete as per specification and as directed by the Engineer in Charge.

Providing and fixing Centering/ Shuttering for Foundations/ Columns/ roof slabs,walls & pedestals including strutting, propping, scaffolding where ever required and removal of form after setting of concrete for all heights etc., all complete as per specifications and as directed by the Engineer in Charge.

For Foundations

For Walls

For Slab

Providing, laying and fixing in position TMT reinforcement bars of SAIL/ VIZAG/ TATA/ ZINDAL for RCC works, including cost of supplying, cutting, bending, transporting, erecting, binding with 16 gauge MS annealed wire, cement mortar spacer blocks etc., all complete as per specifications and as directed by the Engineer in Charge.

Providing and filling in position using grade 'A' sealing compound conforming to IS: 1834 rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.

Excavating, transport and supplying and spreading of moorum including royalty, filling in pits, cavities, rain cuts etc, on top and side slopes of the bund in layers not exceeding 150mm thick including rolling with 8 to 10 MT capacity road roller , driver, diesel and other incidental costs for satisfactory breaking clods, spreading, leveling, watering, consolidation by ramming & making good the undulations etc., all complete as per specifications and as directed by the Engineer in Charge. Note: The measurement of earth transported shall be done in cubic meter on the basis of body measurement of the truck after deducting 20% towards voids.

naresh constructions

SHRAVANI CONSTRUCTIONS