Khurja Development Authority Tender

Close timbering in trenches including strutting, shoring and packing cavities(wherver required) complete.(Measurements to be taken of the face area timbered). Depth not exceeding 1.5 m but not exceeding 3m [DSR-2.16.2]

Close timbering in trenches including strutting, shoring and packing cavities(wherver required) complete.(Measurements to be taken of the face area timbered). Depth not exceeding 3m but not exceeding 4.5m [DSR-2.16.3]

Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. [279(a)]

Providing and layin non pressure 250mm dia NP-3 Class(Mediam Duty) RCC pipes including collars /spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 ce,emt :2 fine sand) including testing of jionts etc complete. (DSR 19.35.1 Anilesis)

Constructing brick masonry manhole in cement mortar 1:4 (1 cement 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement i 5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coal of neat cement complete as per standard design: inside size 120 X 90 cm and 90 cm deep includingh C.I. cover with frame(medium duty) 500mm Internal diameter total weight of cover and frame to be not less than 116 Kg(weight of cover 58 Kg. and weight of frame 58 Kg.) with commen burnt clay F.P.S. (non modular) bricks of class designation 7.5 [DSR-19.7[(19-7.2), (19-7.2-1)] (19.8.2) (19.8.2.1) for 2.30 M. Deep

Constructing brick masonry manhole in cement mortar 1:4 (1 cement 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement i 5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coal of neat cement complete as per standard design: inside size 120 X 90 cm and 90 cm deep includingh C.I. cover with frame(medium duty) 500mm Internal diameter total weight of cover and frame to be not less than 116 Kg(weight of cover 58 Kg. and weight of frame 58 Kg.) with commen burnt clay F.P.S. (non modular) bricks of class designation 7.5 [DSR-19.7[(19-7.2), (19-7.2-1)] (19.8.2) (19.8.2.1) for 3.30 M. Deep

Constructing brick masonry manhole in cement mortar 1:4 (1 cement 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement i 5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coal of neat cement complete as per standard design: inside size 120 X 90 cm and 90 cm deep includingh C.I. cover with frame(medium duty) 500mm Internal diameter total weight of cover and frame to be not less than 116 Kg(weight of cover 58 Kg. and weight of frame 58 Kg.) with commen burnt clay F.P.S. (non modular) bricks of class designation 7.5 [DSR-19.7[(19-7.2), (19-7.2-1)] (19.8.2) (19.8.2.1) for 4.20 M. Deep

Constructing brick masonry manhole in cement mortar 1:4 (1 cement 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement i 5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coal of neat cement complete as per standard design: inside size 120 X 90 cm and 90 cm deep includingh C.I. cover with frame(medium duty) 500mm Internal diameter total weight of cover and frame to be not less than 116 Kg(weight of cover 58 Kg. and weight of frame 58 Kg.) with commen burnt clay F.P.S. (non modular) bricks of class designation 7.5 [DSR-19.7[(19-7.2), (19-7.2-1)] (19.8.2) (19.8.2.1) for 4.90 M. Deep

Disposal of malwa up to 3 Km. Distance including loading and unloading as per direction of E/I. [SI.No.-231(a)]-SOR-2022

Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes hiring of Ballies and arrangement for traffic diversion such as traffic signals during construction at site as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note: One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). The rate is for unit length of pipe laying.[Jal Nigam Khurja]