Renovation of Sukurhutu New Pond

Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (Specification revised in meeting of regional Co- ordinators held on 11.01.84 in the office of T.E.C. ) (Vide item No. - 5.1.3.1 of WRD Part - B, Pg No,-97)/common Part -A page No.- 195Sl No.- 2.02

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, 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 7.1.43.1)

Earth work in excavation of canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 500 M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(Part B 7.1.43.2 )

Extra for wet earth all complete as per specification and direction of E/I.(WRD,Part-B, Pg. No.-135,Item No.-7.1.22)

Supplying and laying (properly as per design and drawing) rip -rap with good quality of boulder duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage as per specification and direction of E/I. (Part -B 5.6.8 Part - A 6.8)

E/W in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 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.( Part -B, 5.1.14.1 )

Providing and laying P.C.C. or R.C.C. M 150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or formwork as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I. (Part -B 5.3.6 , BCD - 5.3.1.2 )

Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.( Part - B , 5.3.17 )

Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand requisite F.M. (2.50 to 3.00) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. all complete job as per specification and direction of E/I. (Part-B 5.4.8 , Part- A 5.2.28 )

Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand requisite F.M. (2.50 to 3.00) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. all complete job as per specification and direction of E/I.(Part-B 5.4.11 , Part- A 5.2.31 )

Providing 25mm thick cement plaster in cement mortar (1:4) with approved quality of sand requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direction of E/I. ( Part - B 5.5.5 Part -A 5.7.12

NP2 R.C.C Hume Pipe With Collar As per I.S.S 458 -1971 (v) 300 mm dia (vi ) 450 mm dia ( WRD Part - B ,Pg No -84 , M300 , Sl. No - 14, 15 )

(a) 300mm dia.

(b) 450mm dia.

Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. (WRD Part -B , Item - 7.6.1 )

(a) 300mm dia. (item - 7.6.1.3 )

(b) 450mm dia. ( item - 7.6.1.4 )

Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I.( WRD Part - B , 6.1.16)

S/F/F and installation MS steel Gate with all assessaries (Chanell,Angle,Flate plate,Sheet,Round bar,Clampe,Nut-Volt.,Anchoring system,Wheel and Rubber seal etc.) of operating arrengement of Gate.

Providing 1.5mm cement punning including curing, carriage of water with all lead andlifts as per building specification and direction of E/I. (Part B5.5.10 / Part A5.7.11)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming, wateringin layer not exceeding 150mm thick will all leads and lift including cost of all materials, labour, royalty and all other taxes complete job as per building specification and direction of E/I.(mode of measurment compacted volume)Part A 5.1.10

Dewatering by 10HP diesel pump. ( WRD PM -29 )

Carriage of materials from querry or source to work site by mechanical means including loading unloading and stacking including contractors profit.

(i) Cement- Lead 10 KM(S) + 1 KM(K)

(ii) Sand- Lead 20 KM(S) + 1 KM(K)

(iii) Stone Chips- Lead 30 KM(S) + 1 KM(K)

(iv) Boulder- Lead 30 KM(S) + 1 KM(K)

(v) NP2 R.C.C. Hume Pipe 300 mm Dia- Lead 20 KM(S) + 1 KM(K)

(vi) NP2 R.C.C. Hume Pipe 450 mm Dia- Lead 20 KM(S) + 1 KM(K)

After adding GST @18% on total estimated value the total estimated amount is

Labour Cess @1% on above total estimated amount