CONSTRUCTION OF CEMENT CONCRETE ROAD FROM THE HOUSE OF 33 NO ICDS CENTRE TO THE HOUSE OF AZAHAR ALI AT SANSAD NO III WITHIN BOXIGANJ GRAM PANCHAYAT UNDER HALDIBARI PANCHAYAT SAMITY

Excavation in Soil by Manual Means Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 301).

By Mix in Place Method Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 1B(i) Rate per cum for grading-I Material

Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700& 2200). PCC Grade M20

Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (empty bitumen drums) fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc. (i) With bamboos of length upto 2.00m

Providing & fixing Concrete Sign Board as per IRC specification of size 900×750×37 mm. thick made with RCC 1:1.5:3 with pakur variety stone chips reinforced with double layer febric ( 75×75 mm. mesh ) and fixed with necessary nuts & bolts on two RC precast posts 100 mm × 150 mm. of height 2.65 m of which top 750 mm. is of section 100 × 13 mm . and 1.90 metre above GL & 0.75 metre below GL including digging hole , repacking the same withcement 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 Engineering-in-Charge . (The rate is inclusive of cost of reinforcement , concrete , shuttering , nuts & bolts , washer etc. complete. )

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