Renovation of Lakadmara MI Scheme under Block - Meharma, Dist - Godda

Amount

Jungle clearance including weeding out shrubs, small tress upto 150m girth and their removal as per specification and direction of E/I. Part-A , Common Item of work p-195 & S.No. 2.02

Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts all complete as per Specification and direction of E/I.Part-B , ( W.R.D) P-138 & S.No. 7.1.43.1

Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including costruction and maintenance of haul road all with excavated earth in proper profile and clod breaking and layering earth in 225mm layers all complete as per Specification and direction of E/I. Part-B , ( W.R.D) P-138 & S.No. 7.1.43.2

Dewatering by 10 H. P. Diesel Pump set - do - do- all complete as per direction of E/I. ( W.R.D) P-83 & S.No. -10,&PM - 29

E/W in excavation of foundation trenches in ordinary soil (vide Classification of soil item -A ) and disposal of excavated earth so obtained (50m away from the edge of the trenches ) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. W.R.D Part-B, P- - 119 ,Item no.- 6.1.8

Providing rough dressed random rubble stone masonry 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 racking 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.Part-A , Common Item of Work P-204 ,& Item No.-5.2.31

Providing 25mm thick cement plaser (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding, wherever required and its removal, royalty and all taxes etc. complete as per specification and direction of E/I. Part-A , Common Item of Work P-200 ,& Item No.-5.7.12

Laying, fitting and fixing NP2 hume pipe 600mm dia in line level and graded as well as providing approved jointing materials and joint -do-do- all complete as per specification and direction of E/I. (WRD), Part-B ,P-149,Item no-7.6.1.5

Earthwork in filling foundation trenches or backfilling of masonry structures with suitable earth in layers -do-do- all complete as per specification and direction of E/I. (WRD), Part-B ,P-120 ,Item no-6.1.16

Supplying 600 mm dia. H-Pipe NP2 RCC hume pipewith collar joint complete as per specification and direction of E/I =Rs 510.00 ,added 10% cp =Rs 561.00 Part-A , P-83, S.No-16, M-300

Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/I.BCD 5.10.7

Providing designation 75 A brick work in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.BCD 5.2.10

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Providing and laying P. C. C. M150 with nominal 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I. Part -B ( B. C. D.) ,Page:-106, Item No:-5.3.1.2

Providing ramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per bulding specification and direction of E/I.Part - A , Common Item of Works Page No- 204 & Item No- 5.2.28

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)Part -B ( B. C. D.) ,Page:-106, Item No:-5.3.2.2

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. R. C. C. M200 with nominal 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) all complete as per bulding specification and direction of E/I. Part -B ( B. C. D.) ,Page:-107, Item No:-5.3.9.1

Prov. Tor Steel reinforcement of 8mm Dia bars as par approved design and drawin....do..do. (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.4

Prov. Tor Steel reinforcement of 10 mm, 12mm & 16 mm. Dia bars as par approved design and drawin....do..do. (a) 10 mm (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.5 (a)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per building specification and direction of E/I. Part - B (B. C. D), Page:-108, & Item No-5.3.17.1

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per building specification and direction of E/I. Part - B (B. C. D), Page:-108, & Item No-5.3.17.5

Providing 12mm 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 royalty all complete as per building specification and direction of E/I.Part - A , Common Item of Works Page No- 200 & Item No-5.7.2

Providing 1.5mm thick cement punning including curing etc -do-do- all complete as per specification and direction of E/I.Part - A , Common Item of Works Page No- 200 & Item No-5.7.11

Supplying & laying boulder 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 carriages all complete as per specification and direction of E/I.Part - A Common Item of Works Page- 209 & Item No-5.6.4

Earth work in filling foundation trenches and back filling of masonry structure with suitable aerth in layers not exceeding 150mm thick well watered, rammaed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m, as per specification and direction of E/I. Part -B (W R D ) Page No:-120 & Item No :-6.1.16

Carriage of Material Cement

Chips

Boulder

NP2 hume pipe 600 mm dia

M.s Rod

Brick

Provision og GST

Labour cess

LORDS INFRACON PRIVATE LIMITED

M/S AMAR ANAND