Moradabad Development Authority Tender

Earthwork: Excavation in trenches for foundations,pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5 m lead upto 50m and drassing of sides and ramming of bottom disposal of surplus excavated earth as directed by Engineer- in- charge with lead of 50 m . P.W.D. SOR ITEM No. 251 Moradabad Circle (01-05-2022)

1.50 to 3.00 Mt B.G.L. P.W.D. SOR ITEM No. 251+254 Moradabad Circle (01-05-2022)

3.00 to 4.50 Mt B.G.L. P.W.D. SOR ITEM No. 251+254+254 Moradabad Circle (01-05-2022)

Providing and laying non-pressure NP2 class (light duty) 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 : (a) 300 mm dia. R.C.C. pipe D.S.R. 2021 Item No. 19.6.4

(b) 450 mm dia. R.C.C. pipe D.S.R. 2021 Item No. 19.6.5

(b) 600 mm dia. R.C.C. pipe D.S.R. 2021 Item No. 19.6.7

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

Providing and fixing of open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) depth 1.5mt to 3.00 mt all complete as directed by E/I D.S.R. 2021 Item No. 2.20.2

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 : 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

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 1.52 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 : 19.13.1 2.30 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. 19.13.1.1

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 2021 Item No. 19.14.1

Constructing brick masonry connection chamber internal size 50x45x60cm with brick in cement mortar 1:4 (1 cement:4 coarse sand ) including 500x450mm pre cast RCC cover slab 8.0 cm thick as per standard design. With common burnt clay FPS (non modular) bricks of calss designation 7.5 (D.S.R. 19.27) 5589.45 x 100/112.

Supply and fixing of 100mm internal dia P.V.C. down pipe everest or charminar make or any standard company complete with bands with door at top and plain at bottm and grating and including supply of necessary M.S. clamps 2.5 cm x 3mm fixed to walls with and including supply of 10cm long 6mm dia Nuts and Bolts including washers of required size.all materials, labours and T&P etc.required for proper completion of the work and also including repair of plaster, pointing etc.if damaged during fixing of the pipe.SOR-2022 I.No.730A

Providing orange colour safety foot rest of minimum 6 mm thick plastic 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 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm 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 manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. D.S.R. 19.27