SFC_9 Nagar Palika parishad kasgnj ke Ramvali colony main Adal singh se manju lata v sarvesh ji ke ghar se hote huye tarawati ke ghar tak RCC nali puliya v CC sadak Nirman karye

Dismentling of cement concrete or brick or granolithic floors including base concrete stacking of dismentlied material as directed by engineer -in-charge within 60mtr (200 feet)s.i-697

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation. trenches or into the plinth and remova! and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/Drain work only

E/W In Filling Carted Transport up to a lead of 5Km Including All Complete (S.I.No 259a)

S/L Spriting & Compacting 22.4 mm To 53mm Stone Ballast And Fine Send Including Mixer All Complete

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up 6 to floor five level, including cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforcement and its bending but excluding its fixing and bending centring and shuttering including all material labour tools etcin comp position DSR

construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved.mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501

Add Head lood all material as side

S/fixing sign board at site in comp.position

Add 18% G.S.T.