National Rural Employment Programme Tender

Construction of un-reinforced , dowel jointed at expansion and construction joint only,plain cement concrete pavement thickness as per design over a prepared sub base with 43 graded cement or any other type as per clause 1501.2.02 M30 grade coarse and fine aggregate not exceeding 25mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate and design laid approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film ,wedges,steel plates including levelling the frame work as per drawing) ,spreading the concrete with shovel, rakes,compacted using needle,screed and plate vibrator and finished contraction and expansion ,construction joints , applying debonding strips,primer,sealant, dowel bars,near approaches tobridge/culvert and construction joints,admixture as approved ,curing of concrete slab for 14 days using curing compound (where specified)and water finishing to lines and grade as per drawing and Technical specification Clause 1501

Earthwork 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 50 M. including all lifts, levelling,ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/ I

Providing coarse clean sand in filling in foundation trenches or in plirrth including rammrng and watering in layers not exceeding 150mm thick wiih all leads and lifts including cost of all rnaterials, labour, royaity and taxes all complete as per building specrfication anci direction of E/l ( Mode of measurement compacted vo.utitu).

Providing designation 758 one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per bLrilding specification and directton of E/l.

Providing P.C.C.M-200 rn nominal mrx of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sancl of F M.2 5 to 3 including screening, shuttering mixing cement concrete in mixer and placrng in position, vibrating, strrking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-charge,

Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc.-do-do- all complete as per specific-ation and direction of E/

Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstru-cture with approved quality of coarse sand of requisite F M (2.5to 3.0) washed and screened with raking out joits to 12mm depth curing,scaffolding and its removel wherever required including royalty and all taxes etc.-do-do- all complete as per specific-ation and direction of E/I

Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F. M. wished and -do-do- all complete as per specification and direction of E/I

Laying fitting and fixing NP2hume 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

Supplying NP2hume Pipe 600mmdia -do-do- all complete as per specification and direction of E/I

Fillirrg in foundation trenches and plinth in layers not exceeding 150 mm thick wellwatered, rammed, fully compacted and fine dressed with earth obtained after cutting withtn a lead of 50 ltl and liftof 1.5 M all complete as per building specification ancj clirection of E/l

Carriage Materials:- (i) Cement Lead :-…...Km

(ii) Sand Lead ……..Km

(iii)Stone Chips Lead ……….. Km

(iv) Stone Metal Lead ……….. Km

(v) Boulders Lead ……….. Km

(vi) Bricks Lead ……….. Km

(vii) Hume Pipe Lead ……….. Km

Add 12 % GST

Add 1% LC