Moradabad Development Authority Tender

(c)3.0-4.50m MAIN ROAD MANHOLE

Consnstruction brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 ( 1 cement: 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand:6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 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. 0.91 m deep with SFRC cover and fkrame (heavy duty, HD 20 grade dkeksignation) 560 mm internal diameter conforming to I.S.12592, total weight of cover and frame to be not less than 182 kg flxed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregated 20mm nominal size) including centering, shuttering all complete (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.9.1.1) 11886.46 x 100/112

Extra depth for circular type manhole 0-91m internal dia (at bottom) beyond 0.91m to 1.67m with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.10.1) 6986.80 x 100/112

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :1. 68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be 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 centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 2021 Item No. 19.11.1.1

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 2021 Item No. 19.12.1

M-150 brick work in 1:4(one part of cement and four part of fine sand of 2.2.M) cement mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No 307/2020 

12 mm. thick plaster with1 : 4 (one part cement& Four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than1 cms. Including supply of all material, labour,T&P etc. required for proper completion of the work.( S.I.No.584)/2020 

Concrete with2 cm. gauge approved stone grit, coarse sand and cement in proportion of 1:2:4 including of all material, labour, T&P etc. required for proper completion of the work. S.I.No. 279A/UPPWD SOR-2020 

R.C.C work with cement, approved coarse sand&2 cms. gauge approved crushed stone grit in proportion of1 :1.5 :3 in slab excluding supply of reinforcement and its bending but including its fixing& binding the same with 24 BWGGI binding wire& including necessary centring& shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. (S.I. No.284(A)/ UPPWD DOR-2020  

M.S (Tor steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured.(S.I. No. 504/UPPWD SOR-2020

Providing and fixing in position pre-cast RCC manhole cover circular shape 560 mm internal dia and frame of required shape and approved quality.(EHD - 35) DSR19.19.4.1/2021 

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm D.S.R. Item No 2.10.1.3

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).1.50 to 3.00 Mt B.G.L. D.S.R. Item No. 2.11 (2021)

Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.) D.S.R. Item No. 2.12 (2021)

Concrete with4 cm. gauge approved stone grit, coarse sand and cement in proportion of 1:4:8 including of all material, labour, T&P etc. required for proper completion of the work. S.I.No. 281A/UPPWD SOR-2020 

Providing and laying non-pressure NP2 class (light duty) 300 mm R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete Dsr 2021 item no 19.6.4

Concrete with4 cm. gauge approved stone grit, coarse sand and cement in proportion of 1:2:4 including of all material, labour, T&P etc. required for proper completion of the work. S.I.No. 279/UPPWD SOR-2022 FOR  BEDDING AND SIDDING