Construction of Pucca structures and E/w for construction of canal at various reaches between km. 15.500 to km. 27.500 of Left Pandu Basin Canal.

Amount

Earth work in excavation of canal with Manual compaction and dressing of 5.00 cumecs to 0.60 cumecs discharge and disposal of surplus earth with manual lead beyond 30 M for every lead of 15 m or part therof upto total lead of 120 m including cost of all lifts, material, labour and T&P etc required for proper completion of work as per direction by Engineer -in -Charge.

Excavating other rocks by blasting, removing muck & stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 120 m including cost of all lifts, material, labour and T&P etc required for proper completion of work as per direction of Engineer in Charge.

Excavating soft rock, disintegrated rock or hard shale by pickaxes (not required blasting) including stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 120 m including cost of all lifts, material, labour and T&P etc required for proper completion of work as per direction of Engineer in Charge .

Earthwork in filling in canal embankment with mix soil (obtained through excavation of canal) used with total leads upto 210m including cost of all lifts, mechanical compaction to achieve minimum 95% dry density, material, labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge.

Earthwork in filling in canal embankment with borrow area soil used with total lead upto 1.0 km by truck or tractor trolley including cost of all lifts, borrowing earth from private land/approved borrow area land, mechanical compaction to achieve minimum 95% dry density, material, labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge.

Earthwork in filling in canal embankment with borrow area soil used with total lead beyond 1.0 km and upto 2.0 km by truck or tractor trolley including cost of all lifts,borrowing earth from private land/approved borrow area land, mechanical compaction to achieve minimum 95% dry density, material, labour and T&P etc. for proper completion of work as per direction of Engineer-in-charge.

Site Clearence /Ordianry jungle clearance for layout and survey work at construction site including all leads and lifts, labour charges,T&P etc. and its disposal required for proper completion of work as per direction of Engineer-in-charge.

Earth work in excavation of foundation in ordinary soil/sandy loam, clay or sand mixed with Bajari, Kankar or Mooram including all lift and lead up to 90 m and including filling watering, ramming of excavated earth into the trenches or upto the space and sides of foundation trenches including all leads and lifts, labour charges,T&P etc. and its removal and disposal of surplus earth required for proper completion of work as per direction of Engineer-in-charge.

Earth work in excavation of foundation in soft rock,disintegrated rock or hard shale by pickaxes (not required blasting) including stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 90 m including cost of all lifts, material, labour and T&P etc required for proper completion of work as per direction of Engineer in Charge .

Earth work in excavation of foundation in other rocks by blasting, removing muck & stacking with extra lead beyond 30m for every lead of 15m or part thereof upto total lead of 90 m including cost of all lifts, material labour and T&P etc required for proper completion of work as per direction of Engineer in Charge.

supplying and laying of coarse sand in filter including cost of all materials, labour and T&P etc. required for proper completetion of work as per direction of Engineer-in-charge.

Laying C.C. 1:2:4 (M–15) with cement, coarse sand of F.M. not less than 2.00 and stone ballast of size 4.75 to 20 mm including cost of all material, labour, T&P etc. but excluding cost of centering and shuttering required for proper completion of work as per direction of Engineer-in-charge.

Laying RCC 1:1.5:3 (M–20) with cement, coarse sand of F.M. not less than 2.00 and stone ballast of size 4.75 to 20 mm including cost of all material, labour, T&P etc. but excluding cost of reinforcement, centering and shuttering required for proper completion of work as per direction of Engineer-in-charge.

Laying RCC 1:1:2 (M–25) with cement, coarse sand of F.M. not less than 2.00 and stone ballast of size 4.75 to 20 mm including cost of all material, labour, T&P etc. but excluding cost of reinforcement, centering and shuttering required for proper completion of work as per direction of Engineer-in-charge.

Centering & Shuttering for C.C. work in different parts of structure including cost of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Centering and shuttering for RCC work for bridge slab above 3.0m span and upto 5.0M span (used in T-beam & slab, bridges, syphon and aquaduct) including cost of all material, labour, T&P staging etc required for proper completion of work as per direction of engineer-in -charge.

Providing and laying NP-3 RCC hume pipes 1200 mm dia, fixing in position and alignment excluding excavation back filling and including cost of, all materials, labour and T&P etc required for proper completion of work as per direction of engineer-in -charge.

Supplying and laying Stone ballast of size 63mm to 90mm as Sub grade/ WBM on earthen surface and well rammed to obtain maximum density including cost of, all material, labour and T&P etc required for proper completion of work as per direction of engineer-in -charge.

Reinforcement including straightening, cutting, bending, binding & placing including cost of all materials, binding wire, reinforcement steel, labours, carriage T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Random rubble stone masonery in 1:4 cement (OPC 43 grade) and sand mortar including all leads and lifts, cost of all material, labour charges and T&P etc.required for proper completion of work as per direction of Engineer-in-charge.

Pointing work (struck, deep or raised) for exposed surface of stone masonry in 1:3 with cement OPC-43 grade, sand mortar including all leads and lift, cost of all material labour charges T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Dry stone boulder pitching laying in side slope and bed in canal/ Launching Apron including cost of all labour, material and T&P,etc.required for proper completion of work as per direction of Engineer-in-charge.

Providing and fixing joint filler board (18mm. Thick) in expansion joint including cost of all labour, materials and T&P etc.required for proper completion of work as per direction of Engineer-in-charge.

Providing and fixing PVC Pipe 100 mm dia. in drainage spout & weep hole including cost of all materials, labours, T&P etc, required for proper completion of work as per direction of Engineer-in-charge.

Supplying and laying graded filter in layer(4.75 mm to 20 mm ) including cost of all labour, material, T&P and royalty etc. required for proper completion of work as per direction of Engineer-in-charge.

Making Diversion with Earth filling including all leads and lifts, cost of soil, labour charges, manual compaction and T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Construction of granular sub-base by providing well-graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD specification clause 401 required for proper completion of work as per direction of Engineer-in-charge.

Dewatering by 5 H.P. Diesel pump of foundation including cost of dewatering equipment, and its accessories, required material, labour etc. Rate per hour required for proper completion of work as per direction of Engineer-in-charge.

BHAMAR SINGH (BID ID -5572541)

M/S RIDAM ASSOCIATES (BID ID -5571070)

M/S MAA VINDHYAVASINI CONSTRUCTION (BID ID -5571952)

M/S KASON CONSTRUCTION (BID ID -5569353)

M/s Narayan Enterprises (BID ID -5571853)

R.B.S. CONSTRUCTION (BID ID -5570691)