Providing and Laying of pipeline for interlinking of water courses of outlet of Kartarpur minor RD 29000/TL

Amount

Construction of air vent pipe complete in all respect to entire satifsfaction of engineer in charge as per below specifications. 10.13 a (i) Cement concrete 1:2:4 with stone ballast or shingle mixing by manual means 10.10 a (i) Cement concrete 1:4:8 with brick balast 40mm gauge mixing by manual means 29.47 I b Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. 150mm i/d pipe 29.46 B b Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -2 150mm i/d pipe 9.4 Centering and shuttering for columns (Square or rectangular or poly gonal in plain)

Construction of Haudi 1mtr x 1 mtr size complete in all respects and to the entire satisfaction of the EIC as per below specifications. 6.6 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. 11.3 (i) First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth 15.6 10mm thick Cement Plaster 1:4 15.38 10mm thick cement plaster 1 : 4 on floors 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 10.13 a (ii) Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 29.35 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after mixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. 10.10 a (i) Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type 10.13 a (i) Cement concrete 1:2:4 with stone ballast or shingle mixing by manual means 18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete.

Construction of D-Tank complete in all respects and to entire satisfaction of EIC as per below specifications. 6.6 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. 10.10 a (ii) Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type. 10.13 a (ii) Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 11.3 (i) First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth 15.38 10mm thick cement plaster 1 : 4 on floors. 15.6 10mm thick Cement Plaster 1:4 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. 18.4 Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position. 29.35.1 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

Construction of Riser 400mm and Khuras complete in all respects and to entire satisfaction of EIC as per below specifications. 10.13 a (ii) Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type 11.3 (i) First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 10.10 a (ii) Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type. 15.6 10mm thick Cement Plaster 1:4 15.38 10mm thick cement plaster 1 : 4 on floors 9 Alfa valve 400mm dia

Providing Laying Underground pipe of NP2 Grade upto 2mtr depth complete in all respects and to entire satisfaction of EIC as per below specifications. 29.2 A I Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. Depth upto 1.5 m B.G.L All classes of soil except rocky. 29.46 B e Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. 350 mm i/d pipe as per discharge

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