CONSTRUCTION OF ROAD AND PULIYA FROM VILLAGE UKUMADKAM TO GADASAI AND CONSTRUCTION OF CULVERT UNDER MAJHARI BLOCK OF WESTSINGHBHUM DISTRICT.

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. (3.03, 301 RCD )

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.. GRADE-I (4.01 401 A(i) RCD )

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.GRADE-II (4.01 401 A(ii) RCD )

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:-1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size) (5.3.1.1 BCD )

Centring and shuttering including strutting ,proping etc and removal of form for foundation ,footing ,bases of columns ,etc for mass concrete BCD 5.3.17.1

Filling in foundation trenches or in plinth in layers not exceeding 150 mm thick, well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50 m and lift of 1.5m all complete as per direction of E/I(mode of measurement compacted volume).(5.1.8 BCD)

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. BCD 5.1.1+5.1.2

Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) (5.1.10BCD)

Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I WRD Part - B 5.6.4

Providing and laying P.C.C or R.C.C . M-150 with nominal mix of (1:2:4 ) in foundation of various componets of canal or embankment structure with approved quality of 20mm graded coarse aggreegate of required grade as per design ) and approved quality of sand of requisite F.M (2.5 to 3.0 ) washed and screened including necessary tools and plats , vibrating , curing royalty and all taxes etc. excluding cost of form work as well as reinforcement , its cutting bending and placing compelete job as per specification and direction of E/I. WRD-part-B 5.3.6

Providing Random Rubble Masonary in Cement Mortar (1:4) in Foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. WRD part-B 5.4.8 Part-A 4.28

Providing Random Rubble stone Masonary in Cement Mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I.WRD 5.4.11

Providing and laying P.C.C M-200 with nominal mix of (1:1.5:3) in Superstructure of various component of canal or embankement structure with approved quality 40 mm graded coarse aggregate of required grade and approved qualityof sand F.M. (2.5 to 3.0 ) washed and screened but including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding cost of form as well as its cutting bending and placing complete job as per Drawing and Technical Specifications and direction of E/I. WRD 7.3.15 RCD 14.01A (i)(p)

Providing TMT bar (tor steel) renforcement as approval design drawing removal of rust cutting bending binding including supplying of annealed wire placing M.S. rod in position all complete as per building Specifications and direction of E/I.wrd 7.3.22a RCD 14.02

Providing 25mm thick C.P (1:4) on inside walls clean course sand of FM(2.5 to3.0)washed and screened including curimg,scaffolding,wherever required and its removal royality etc.complete job as per specification and directiom of E/I .6.5.5 wrd 3.12 part -A

Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall a complete job as per specification and direction of E/I 6.7.6 wrd 6.9 Part A

Carriage of Materials - Cement

Stone Chips

Stone Boulder

Stone Dust

Stone Metal

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