Construction of Paver Block Road road from Pokiardara Bridge to near house of Nasiruddin Sekh via Bokkar Sekh house , Kalmati under Bamanhat-II Gram Panchayat with in Dinhata-II Panchayat Samity. Dist. Cooch Behar. SL-02.FUND-15TH.F.C

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. (a) Depth up to 150 mm.

Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading and stacking of soils within a lead of 75m.as directed. The item includes trimming the sides of trenches, leveling, and dressing and ramming the bottom, bailing out water etc. as required, complete.Depth of excavation not exceeding 1500mm. For Pump house

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) For Pump house (a) with earth obtained from exavation foundation 1/5 .

Ordinary cement concrete ( mix 1:2:4) with graded stone chips (20mm down excluding shuttering and reinforcement,if any in ground floor. As per relevent I.S. Codes. (b) River Bazree . N. B. V.

Hire and labour charge for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to 1st floor)

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).

Supplying and laying in the specified pattern of Interlocking Concrete Block mPavements (ICBP) with concrete block( with Concrete grade as specified as per Table 1 of IS 15658:2006) manufacttured from BIS licensee of Pavere Block used as a device for keeping minimum joining gap in betwwen the paving blocks asper CINO- 3.26 of IS :-15658) and of specified size and shape with aspect ratio( The ration of length to thikness of the Paver Block as per CI No-3.3 of IS- 15658) as per Table 20 of IS 15658with flexural strength/ breaking load as per Annexure G. of IS 15658 as the prepared base course of special CBR asper Table 1 of IRC SP- 63 (m 20218) or else as mentioned in design and drawing with a cushion of compact bedding sand of 25-35 mm thick( Grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and jutting up the gaps in between paver blocks with b joint fitting asnd the grading of the joint fitting sand will be as per clouse 6.5.2 of IRC SP.63) and completing the edges with the blocks as per CL no-8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand . compacting , leveling and filling up of the edge gap . 60 mm. thick. Paver Block

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work (ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.

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. complet

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