Construction of CC and drain from the asphalt road to Mishri Lal house, from Shambhu house to Ramnaresh house and Chandrika Prasad house in Unchakheda Sadan Kheda, Assembly Sidhauli, Block Kasmanda

Dismentling of brick on edge pavment i/c stacking of serviceable material and disposal of unserviceable material with in a lead of 50m as per Engineer in charge ch.no.20 item no 13

Re laying of old brick on edge soling i/c complete the work as per direction of engineer in charge si no 762(b)

Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.DSR NO.2.8.1

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per DSR NO.2.25(a)

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. GSB

Provding laying ,spreading and compacting stone aggregates of specific size (53 -22.4 mm) to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening material to fillup the interstices of course aggregate, watering and compacting to the requirred density grading 3 as per technical specification clause 405.

Brick masonary work in cement & coarse sand mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical speficiations DSR No-6.1.1

12 mm thick plaster with Cement and Coarse Sand morter in 1:3 including supply of all material labour and T&P etc. required for proper complition of work.DSR-13.4.1

Providing and laying in position cement concrete of 1:1.5:3 (1 cement : 2 coarse sand : 4 Stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering-All work up to plinth level as per DSR 4.1.2

RCC work in cement, approved coarse sand and 2cm (3/4inches) gauge approved stone ballast in portion 1:1.5:3 excluding supply of rainforcement, and also includind supply of material T&P etc. required for proper complition of work strength of the concrete shall not be less than M-150 as per SI No.-283 (Drain Covers) DSR No-5.1.2