CONSTRUCTION OF 3200 FEET PCC ROAD, ONE SPANE PULIYA AND150 FEET GUARDWALL FROM BARUGUTU CHOWK TO DOBROBASA IN VILLAGE TILAIPI IN PANCHAYAT PURNIA UNDER TANTNAGAR BLOCK OF WEST SINGHBHUM DISTRICT, JHARKHAND

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.

Earth work in filling foundation trenches or back filling of masonary structures with pervious soil in layer not exceeding 150mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from borrow pits beyond 150m lead but upto 1.5 km with all lids and carriage by truck including loading, unloading, spreading, construction and maintenance of haul road etc as per specification and direction of E/I

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

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

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

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

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

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.

Providing coarse clean sand filling in foundation trenches or in plinth includingramming and watering in layer not exceeding 150 mm thick with all lead and 1.5 M lifts including cost of all materials ,labours , royalty and taxes all complete as per building specification and direction of E/I

Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:2:4(1cement :2coarse sand (zone-III):4graded stone aggregate 20mm nominal size)

Providing Random Rubble masonary in cement mortar (1:4)in foundation and plinth with hammer dressed stone of less than 0.03M3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening ,raking out joints to 20mm depth ,curing ,taxes and royality all complete as per drawing and technical specifications,and direction of E/I

Providing Random Rubble masonary in cement mortar (1:4)in superstructure and plinth with hammer dressed stone of less than 0.03M3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening ,raking out joints to 20mm depth ,curing ,taxes and royality all complete as per drawing and technical specifications,

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

Providing 25mm thick cement plaster (1:4)with clean coarse sand of F.M 1.5 including screening, curing, with all leads and lifts of water, scaffolding taxes and royality all complete as per building specification and direction of E/I .

Earth work in excavation of foundation of foundation trenches as per design section in ordinary or soft rock and disposal of excavated materials so obtained (50 M away from the edge of trenches ) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I. Item no. WRD 6.1.11.2

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

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 12.08A Case II RCD

Providing R.C.C /P.C.C M-20 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/IItem no. WRD 7.3.10 RCD 14.01A (i)(p)

Providing R.C.C /P.C.C M-20 with nominal mix of (1:1.5:3) in deck slab with approved quality 20 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 Item No. WRD 7.3.13 RCD 14.01 B (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.

Dewatering of sub do-do soil during constrution all complete as per specification and direction of E/I PM-29

Earth work in filling of structure in layer not exceedin 150mm thick well watered rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of all complete as per building specification and direction of E/I Beyond 150m but upto 1/2Km 6.1.17 wrd

Carriage of Materials - Cement

Stone Chips

Stone Boulder

Stone Dust

Stone Metal

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