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Sl. No.
Item Description
1
E/W embankment ininordinary soil, earth work in embankment to be in 20 cm Layers including remming and dressing the surface to required level and slope and also including Cartage lead upto 10 Kmsas directed by the Engineer incharge.Including Royallity as S.I. No. 253(a)+231+261
2
Construction 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..
3
M-150 Brick work in1:4 one cement & four corse sand 2.20 F.M. morter in foundation & plinth including supply of all materials labour tools & plant etc. reqired for proper completion of the work .as per si no -305a
4
12 mm thick plaster with cement & Coarse sand of 2.20 fineness mouslus in 1:4, over brick work min. thickness not be less then 1cm in cluiding supply of all materials labour tools & plant etc. required for proper completion of workas per direction of Engineer as per si no-584 New Item
5
CC in 1:2:4 cement & coarse sand with 20mm gauge stone grite with materials\" labour \"tool &plants i/c all complete as per s.i no 279a
6
Construction 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..
7
Providing Layining spreding and compecting WBM grading -3 stone aggregate of specification size water bond mecdom80-100 KN static rollal as per Technical spcification asper SI no 405
8
Construction of un reinforcedand construction joint only plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other ytpe as per alause 1501.2.2 m30 9grade) 1:1.5:3) coarse sand and fine aggreagte conforming to is code 383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and approprite weight batcher using approved mix design laid in approved fixed side form workspreading thecuring of concrete slabs for 14 days curing compund ( Wherespecifed )shifting of materials & concrete etc as per si no 20.18 New Item (a)
9
RCC in 1:1.5:03 cement & coarse sand with 20mm gauge stone grite with materials\" labour \"tool &plants i/c all complete as per s.i no 283a
10
MS Iron Reinforcementfor Culvert including all complete work as per si no-502+504
11
Supply & fixing MS Sign board with writing& painting includingi/c all complete
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