Restoration and demarcation of Rajamau Dy from Km. 0.000 to Km. 32.700 in Raebareli division (south), Sharda canal Raebareli.

Earthwork in excavation in foundation including chharri-bajari, wet earth, slush kanker which is not separable i.e. all type of soils including dewatering with all leads, lifts, labour, T&P and proper disposal etc complete.

Providing and laying plain cement concrete A20-M15 mix (1:2:4) Concrete with OPC cement, Kabrai quarry Stone ballast (size 4.75 - 20 mm) & Banda c-sand (F.M 1.5 - 2.0) complete in all respect including all cost of material labour T&P and dewatering if any etc. but excluding centering and shuttering to complete the job to complete the job as per sanctioned drawing and in the direction of Engineer- In - Charge Per cum.

Providing bending, binding, and placing of reinforcement Fe-500 / Fe-550 TMT deformed bars conforming to IS code to complete all respect including cost of material , labour, binding wire, T&P etc. per M.T

Providing and Laying A20-M20 mix (1:1.5:3) Reinforced Cement Concrete with OPC cement, Kabrai quarry Stone ballast (size 4.75 - 20 mm) & Banda c-sand (F.M 1.5 - 2.0) complete in all respect including all cost of material, labour & T&P required for proper completion of work but excluding centering and shuttering to complete the job as per sanctioned drawing and in the direction of Engineer- In - Charge Per cum.

Centering & Shuttering of RCC work including rent of shuttering material labour & T&P required for proper completion of work in Sqm.

Painting in synthetic enamal paint on Pillars complete in all respect including cost of all material labour T&P etc.

Writing letter on sign board above 50 mm size but below80 mm size

Dry brick on edge soling for making khadanja road work including preparing sub-grade ,filling joints with local earth spreading , a binding coat of 1 cm of local earth on entire surface made and all labour , T&P to complete the job per sqm.chainage from km 0.00 to km 8.00, and from km 23.00 to km 28.90

Demolishing cement concrete manually /by mechanical means including disposal of material within 50 meters lead as per direction of Engineer -In - Charge .

Providing and Laying A20-M10 mix (1:3:6) plain cement concrete with OPC cement, Kabrai quarry Stone ballast (size 4.75 - 20 mm) & Banda c-sand (F.M 1.5 - 2.0)in foundation complete in all respect excluding centering shuttering but including cost of all materials, labours & T&P etc to complete the job as per sanctioned drawing & specification in the direction of Engineer in charge.per cum

Brick masonry in 1:4 C.M with OPC cement and banda c-sand (F.M 1.5 - 2.0) mortar using M-150 class Bricks complete in all respect including all lead, lifts, cost of all material, labours, curing ,T&P required for proper completion of work as per sanctioned drawing & specification in the direction of Engineer-In -Charge. (Unit Cum.)

Making sub grade in linning work including watering , compaction and prepration of surface.

Brick on edge pitching in 1:4 cement sand mortar including cost of all materials , labours and T&P etc.(unit sqm)

Struck cement pointing with cement sand mortar 1:2 complete in all respect including all lead lifts cost of all materials, labours and T&P etc.per sqm

Earth work in restoring canal section or drain section and dismantalling of bandha after construction of pucca work including all initial lead and lift ,all labour and T&P with proper dressing to profile per cum

Providing and placing of sand/silt / earth filled new gunny bags, tying and sewing with sutli including lead upto 60M. stacking at proper places as per direction of engineer-in - charge per nos.

Supplying and placing Bamboo braces of 60 to 80 mm dia. including cost of all materials, labours and T&P . As per direction of Engineer-In-Charge to complete the work per R.M.

Demolishing brick work manually/by mechanical means including stacking of servicable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer in charge.in cement mortar

S/F Bearing 0.16 No.

Nut bolt 100x16 mm

Grease in Kg

Gate openor

S/F 50 mm dia Spandle Rod i/c cost of materiall with squre thread

Fabrication and Placing of Ist stage & IInd stage embedment parts, hoisting equipment, gates of cross/head and escape regulator complete in all respect as per drawing including cost of material, labour, T&P etc and carriage upto site and cost of painting & commissioning.

Hiring charges of 5 KV Gen set Including operator and P.O.L. for 8 hours running in night time. (Unit per day)

Hiring of diesel pumps 5 HP including suction & delivery pipes, operator & POL Per Hrs.

Boring with 100 mm casing including lowering of casing assembling and extracting casing pipe with contractor T & P and equipment upto 20 M. per R.M.

Providing & fixing 110 mm dia PVC pipe 6 kg in wt. for outlet required for proper completion of work as per direction of Engineer -in -charge .

Clearance thick jungle and thorney bushes without uprooting on both bank of canal.at from km 0.000 to km 32.700

Cutting under growth trees from 10 to 20 cm . Dia including removal of root and their collection within 30m. on Rajamau dy between km 0.00 to km 32.700

Earth work in silt clearance by hydraulic excavator (poclain) of capacity 60 cum per hrs. with all necessary T& P etc. required for proper execution of work including lead up to 6.5 m and lift up to 1.5 m with proper disposal of silt & dressing to profile manually.at from km 0.020 to km 19.80

Earth work in silt clearance by hydraulic excavator (poclain) of capacity 60 cum per hrs. with all necessary T& P etc. required for proper execution of work including lead up to 6 m and lift up to 1.5 m with proper disposal of silt & dressing to profile manually.at from km 19.800 to km 32.700

Earth work for making berm and slope both bank of canal by manually with all necessary T&P etc. required for proper execution of work including lead up to 30 m and lift up to1.50 m with disposal of silt and dressing to profile.at reach from km 0.020 to km 32.700.

Earth work for restoring of canal external section including both side bank of canal by hydraulic excavator (jcb)of capacity 25 cum per hrs. with all necessary T& P etc. required for proper execution of work including lead up to 6 m and lift up to 1.5 m with proper disposal of silt & dressing to profile manually.at reach from km 0.020 to km 32.700.