Linning Sirhind Choe

Amount

Clearance of sarkanda, weed, jala, booti etc. from wet drains by machinery having bed width more than 20 feet.

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, layer withcompaction including disposal of all surplus soil as directed within lead of 30 metres (CSR 6.6)

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankmentlocations with all lifts and leads (a) Disposal/carraige from 0 upto 450m (Katcha)

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankmentlocations with all lifts and leads (b) Disposal/ carraige additional beyond 450m upto 1Km (Katcha)

Extra For Laying Earth As Per Specification For Compaction In 20 Cm. Layers And Dressing Including The Cost Of Rolling And Watering As Per P.W.D Specifications (Csr Item 24.5 B (I,Ii,Iii)

Earth Work For Lip Cutting For Lining Of Irrigation Channels Inclusive Of All Allowances, Lead And Dressing :- 0 To 1.5 M Depth

Earth Work For Lip Cutting For Lining Of Irrigation Channels Inclusive Of All Allowances, Lead And Dressing :- DEPTH EXCEEDING 1.5 MS BUT UPTO 3.0 MS (Csr Item 19.19(B))

Dressing In Slide Slopes And Preparation Of Sub Grade For Lining In Side Slopes (CSR item 19.2)

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes (CSR ITEM 19.12)

Providing and laying Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km including supply, carriage, loading and unloading of material from an approved quarry complete in all respect (CSR item 19.36) (a)Computerized Batching & Mixing plant mixed concrete lining on slide slopes and coping upto vertical height 2.0m.

Providing and laying Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km including supply, carriage, loading and unloading of material from an approved quarry complete in all respect (b)Computerized Batching & Mixing plant mixed concrete lining on slide slopes above 2.0 m and upto vertical height 3.5m.

Providing and Laying Plain cement concrete 1:3:6 with crushed stone aggregate 40 mm nominal size mixing by mechanical means using concrete mixer volumetric type including supply, carriage, loading and unloading of material from an approved quarry complete in all respect. (CSR item 10.12(ii))

Providing and laying Plain Cement concrete GRADE M-15(1:2:4 ) with shingle for sleepers mixing by mechanical means using concrete mixer volumetric type and needle vibrator including supply, carriage, loading and unloading of material from an approved quarry complete as per Drawing and Technical Specifications (CSR item no 10.13(ii))

Providing and Laying Reinforced Cement Concrete M-20 for toe wall mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in for foundation and plinth including supply, carriage, loading and unloading of material from an approved quarry complete as per Drawing and Technical Specifications (CSR item 10.15)

Filling expansion joints with special impervious hot pour 12.5mm wide complete in all respect (csr item 19.16)

Extra Bitumen Painting @ 0.69 Kg. Per Sqm.Including Supply Carriage Sqm Of Material Complete In All Respect And Pwd Specifications Horizontal Sleeper In Bed @10ft C/C (CSR item 13.54)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (CSR item 9.1)

Cold twisted deformed (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 binding & bending and placing in position complete (CSR item 18.18)

Dag-belling:-(a)Single Kassi stroke minimum 7.5 cm depth. (CSR item 6.18(a))

Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects (CSR item 25.4)

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paintwith coal tar (as specified in item No. 29.49) complete and to the requirement of the Single Road Gully chamber B. Size 610mm x 457mm x 1105mm (CSR item no 29.63 A(b))

Rehandling of earth using Hydraulic Excavator CK 90 using hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead up to 30 mtr.

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. 300mm i/d Pipe NP -2 (CSR item 29.46 B(e))

Supply of RCC 300 mm i/d Pipe NP2 with collars

Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra Class PN-1.0 as per ISI with rubber Flap(g)300mm i/d Non-return valve

BRIJ LAL GOVT CONTRACTOR