Constructing Bund and protection work of right bank of Saryu River in Ayodhya from Guptar Ghat to Jamthara Ghat and restoration with protection work of Harishchandra Udaya Bundh from km. 0.000 to km. 1.000

Amount

Earthwork in constructing embankment with 30cm Layer Placing Including ramming and dressing after compaction by mechanical equipment to achieve 95% maximum dry density at OMC(Optimum Moisture Content) in cohessive soil and dressing the surface to required level and shape with the surface earth from borrow area including all lead & lift Labour and T&P etc. Required to complete the work as per design and specification.

Providing and Laying 400 GSM non-wovens geotextile including cost of all material, labour and T&P. Required for completion of work.

Supplying and Laying Mirzapur Stone boulder on bundh with all cost of material, Labour and T&P. Required for completion of work.

Earthwork in Restoration of Embankment with 30cm. Layer Placing Including ramming and dressing after compaction by mechanical equipment to achieve 95% maximum dry density at OMC(Optimum Moisture Content) in cohessive soil and dressing the surface to required level and shape with the surface earth from borrow area including all lead & lift Labour and T&P etc. Required to complete the work as per design and specification.

Costructing Regulator at Km. 1.00 of enbankment.

Earthwork in excavation of foudation with all type of soil including all lead and lift with proper disposal as per direction of Engineer-in-Charge.

(a) Dry Earth work

(b)Wet Earth work

Laying C.C (1:2:4) M-15 with 4.75 mm. to 20 mm. Stone Grit and Coarse Sand, including cost of all material and labour and T&P ect. Required for proper completion of work.

Laying R.C.C (1:1:2) M-25 with 4.75 mm. to 20 mm. Stone Grit and Coarse Sand, including all lead ; lift with cost of all material and labour and T&P ect. Required for proper completion of work excluding cost of rainforcement centering & shuttering.

Centring & Shuttering for R.C.C. work including cost of all materials, labours and T&P ect. Required for proper completion of work

Carriage, Cutting, Bending, Binding and placing steel for rainforcement with cost of binding wire. Including cost of material, labour and T&P etc. required for proper completion of work.

Laying cement concrete (1:1.5:3) M-20 with 4.75 mm. to 20mm. Stone Grit and Coarse Sand, including all lead, lift with cost of all material, labour, T&P etc. Required for proper completion of work.

Centring & Shuttering for C.C. work including cost of all materials, labours and T&P ect. Required for proper completion of work.

Providing and Fixing G.P. seal 22 gauge 30mm. Wide including Cutting, Jointing, Crimpling cost of all material, labour and T&P etc. Required for proper completion of work.

Constructing road on top of bundh

Construuction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing laying and spreading material on a prepared sub grade,cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strenght and to from a layer sub-base/base.

Providing and applying tack cost with bitumen (VG-10) using bitumen distributor atb the Rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grede bitumen or pressure distributor on prepared bituminous suemulsion 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 capcity,finished to required lavel and grades to be followed by seal coat of either type a as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified lavels,grade and cross fall using Type C,as per Technical Specification Clause 510.

Brick edging of both sides of the road of first class bricks 8 cm wide and 12cm deep laid with mud mortar including labour and supplying of brick finish to the required template and in proper alignment and also including dressing ramming the excaveted earth and directed by engineering charge

Providing and fixing sign,board kilometer stone Hecto.m.stone and Photography etc.

BHARDWAJ UNIBUILD PRIVATE LIMITED

M/S ARUN CONSTRUCTION