Balance work in village Mohammadpur Gurjar YEIDA .WC-06

Earth work in excavation in ordinary in all of foundation tranches including dressing of side and ramming of bottom lifts upto a 1.5m including getting out the excavation soil and disposal of surplus excavated soil as directed with in a lead of 50m . AR

Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.UP PWD SOR /250mm Np3 pipe

Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved. UP PWD SOR / 250 mm dia

Constructing brick masonary circular type manhole 0.75m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design.0.75m deep with SFRC cover and frame (heavy duty HD- 20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete

0.91m deep with SFRC cover and frame (heavy duty HD- 20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation

1.22 m deep with SFRC cover and frame (heavy duty HD- 20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete UPPWD SOR-20/DAR-18/19.11.1.1

Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 150MM Dia

Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved.UP PWD SOR

Providing orange colour safety foot rest of minimum 6mm thick plactic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS 1786 having minimum cross section as 23 mmx25 mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread a138mm As per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing including fixing in manhole with 30x20x15 cm cement concrete blocks 1.3.6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size) complete as per design based on DAR-18 UPPWD SOR-2020/19.16.1

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (UP PWD SOR /18.33.1)