Construction of C C Road from Masjid to house of Abdul Rahaman J. L. No.195 under Nazirhat-I G.P. within Dinhata-II P.S. in the district Cooch Behar. SL2

Earthwork in excavation from borrow pits (land owned /arranged 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 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)

Carriage up to 3.00km

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. Depth up to 150 mm

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

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriatenominal size and grading, fine aggregate (sand)conforming to proper grading zone, both ofapproved quality, cement and water reducingadmixtures, as necessary, including labour, cost andcarriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete as per drawingand technical specification including the cost ofnecessary form work and staging complete as perdrawing and technical specifications. PCC Grade M20 Height upto 5m

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 600mm dia

Cost of R.C.C hume pipe 600mm dia 2.50m long NP-3

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 die fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). With bamboos of length above 2.50m and upto 3.00m

Filling empty Cement bag with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.

Supplying empty Cement bags in good condition.

Supply of fine sand (Grading zone III as per IS: 383-1970 stacked at site)

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)