Earth work and Pucca work at various chainage in Right Pandu Basin Canal from km. 10.450 to km. 15.250 off-Taking from parent Channel R.K.C.

Amount

Earth work in excavation of canal with manual compaction and dressing of 10.0 to 5.0 cumecs discharge and disposal of surplus earth with manual lead beyond 30M for every lead of 15m or part thereof upto total lead of 120m 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 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 mix soil (obtained through excavation of canal) used with total leads beyond 1.00km and upto 2.00km 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 mix soil (obtained through excavation of canal) used with total leads beyond 2.00km and upto 3.00km 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.

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 local sand in back filling i/c cost of all materials labour ,T&P etc. required for proper completetion of work as per direction of Engineer-in-charge.

supplying and laying of coarse sand in filter including cost of all materials labour ,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 1:1:2 (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 upto 3.0m span including cost of, 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, material, labour, T&P staging 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.

Struck, Deep or Raised pointing work 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.

Providing and fixing 3 mm thick polyplus multiplast tar paper over bed block including cost of all material, labours, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Providing expansion joint in concrete including placing and fixing of angle iron & M.S. plate and filling with bitumen with cost of all material, labours, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Providing and fixing of U type Copper Seal make from 22SWG including cost of all labour, material, T&P, cutting, brazing, crimping etc.required for proper completion of work as per direction of Engineer-in-charge.

Providing and fixing of PVC water stop seal 230 mm. wide including cost of all labour, material, T&P, cutting, brazing, crimping etc.required for proper completion of work as per direction of Engineer-in-charge.

Providing and fixing of G.P. Sheet seal of 22 SWG 300mm. wide including cost of all materials, labour, T&P, cutting, bending, brazing, crimping etc. required for proper completion of work as per direction of Engineer-in-charge.

Providing and fixing of diamond seal with 2No. ISA size 75x75x10 16SWG MS plate, 40-80 grade sealing compound 22SWG copper seal including brazing, cutting, bending, crimping, labour, material, T&P 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.

Providing, laying, spreading and compacting stone aggregates of 63 to 45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Specification Clause 405. required for proper completion of work as per direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of 53 to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Specification Clause 405. required for proper completion of work as per direction of Engineer-in-charge.

Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause. SI No- 5.2 (503) (As per MORD). required for proper completion of work as per direction of Engineer-in-charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm dalla grit aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause. SI No- 5.9 (508) (As per MORD). required for proper completion of work as per direction of Engineer-in-charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause. SI No- 5.12 (510) (As per MORD). 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.

LAXMINARAIN INFRABUILD PRIVATE LIMITED (BID ID -5569779)

M/S RIDAM ASSOCIATES (BID ID -5571085)

M/s Narayan Enterprises (BID ID -5571838)