NIT7/E/2026-27/EE/CHD/SL02

Patching of damaged concrete surface with polymer concrete (25 mm nominal thick) and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.

Repair of Steel Railing Repair of steel railing to bring it to the original shape.

Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (iii) With bamboos of length above 2.50 m and upto 3.00 m

Supplying & filling empty Cement bags with silver sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete including cost of sand and gunny bags.

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.

Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 for Rural Roads of MORD.

Earthwork in excavation from borrow pits Earthwork in excavation from borrow pits (land owned i.e. by the Agency ) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 3.0 m making bunds at top as directed dressing complete. 1. carriage above 2.00 Km and up to 3.00 Km (Payment will be made on loose net volume)

Construction of Sub Base using Local Materials: Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials.

Add GST@18% on Rs . 838006.00 i.e. total amount over item no1 to 8

Add Labour Welfare Cess @1% of Rs. 988847.00 i.e. total amount of Item No. 1 to 9