CONCRETE SIDE LINING OF BALIAN DRAIN FROM RD 14500-29000 AND PIPE LAYING OF CITY DRAIN-1 AND CITY DRAIN-2 Slice I SIDE LINING OF BALIAN DRAIN RD 29000 TO 21000

Amount

Jungle clearance of both banks of running drains with discharge exceeding 1.5 cum but upto 4.5 cum/s (CSR 26.37 b)

Clearing weed, jala, sarkanda, booti etc. from wet drain by machinery CSR Item No. 25.7 (ii)

Removal/Clearance of Slush from bed of Balian Drain to the dumping site by mechanical (CSR 25.8)

Carriage of slush to the dump site with lead upto 8.0 km by using CK-90 excavation with hydraulic excavator and 0.9 cum bucket capacity i/e, cutting, loading in tippers trimmimg bottom and side slopes in acc. With requirements of lines, grades and x-sections (CSR item 6.21, 6.24 a)

Making of Dewatering arrangements by pumping set 4’’ x 4’’(Tractor 24 H.P./driven) complete in all respect. (CSR 25.6)

Excavation of soil (any type) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting, trimming bottom & side slopes in accordance with requirement of grades and cross sections, including lift & combined lead upto 60 mtr. (CSR 6.21)

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, leads and dressing upto 1.5m. (CSR 19.23 a,b)

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, leads and dressing above 1.5 m but below 3m. (CSR 19.23 a,b)

Filling of earthwork carriage of brought earth and tibba sand using hydraulic excavator and tippers including cutting and loading in tippers and transporting to the embankments locations with all lifts and average lead of 15 km pucca including compensation of earth taken from private land and Royality (Pucca). (CSR 6.21 and 6.24(a), 5.2 (1), 6.4)

Compaction of earthwork in 20 cm layers, dressing, watering, rolling of earth complete in all respect (CSR 6.2 g)

Dressing of side slope and preparation of sub-grade for lining complete in all respect as per design/drawing & PWD specifications. (CSR 19.2) In Side slopes

Excavation in foundation, trecnhes etc. in all kinds of soil where pick jumber work is not involve & not exceeding 2.0 m depth including dressing of botoom and side of trenches, stacking, the excavated soil clear from th e edge of excavation & subsequent filling around masonry in 15 cm layer with compaction including disposal of all surplus soil as directed with in a lead of 30 m. ( CSR item no 6.6, A & C -1)

Providing and laying cement concrete sleepers in side slopes below the joints of concrete lining lining with Mechenical paver for irrigation channels, using , M-20 mixed in automatic computerized batching mixing plant and transported to the site in transit mixers with an average lead of 1 km.

Providing and laying Plain Cement concrete lining with Mechenical paver for irrigation channels, using , M-20 mixed in automatic computerized batching mixing plant and transported to the site in transit mixers with an average lead of 1 km.

Cold twisted deformed (Ribbed/ Tor steel bar) Bars Fe 500 grade as per 1786:2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in complete (CSR 18.18)

Providing and laying Plain cement concrete M-20 IN TOE WALL mechenically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth complete in all respect as per design/drawing and PWD specifications. (CSR item no. 21.7 B)

Providing and laying RCC M-20 mix in Road Gully, using concrete mixer volumetric type using needle vibrator including supply and carriage & loading and unloading of material complete in all respect as per PWD specifications. (CSR item no 10.15, 10.46(1) and 10.47)

Providing, laying and Putting 1:3 (Cement : water) cement slurry under lining (0.06 m thick) with cement @ 2.25 kg/sqm on prepared bed and side slopes before laying concrete on bed and side slopes (CSR 19.12)

Providing and laying Cement concrete GRADE M-15 (1:2:4) for road gully with 40 mm gauge stone aggregates , including concrete mixer volumetric type, including supply, carriage, loading and unloading of material from approved quarry compete in all respect. (CSR 10.12 and 10.46(ii)

Providing, laying, fixing & jointing 110 mm o/d P.V.C pipe of 6kgf/sqcm as per ISI-4985 (ISI marked with the prior approval of enginner-in-charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (CSR:- 28.13 (xv)

Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Enginner-in-charge. (CSR- 15.75)

Filling expansion joint with special impervious hot pour 12.5 mm wide and 25 mm deep (CSR 19.17)

Re-handling Of Earth work/excavation of soil (any type) using hydraulic excavator CK 90. Excavation with Hydraulic excavator with 0.9 cum bucket capacity including cutting, trimming, bottom & side slopes, in accordance with requirements of lines, grades & x-sections, all lift and combined lead upto 60m (CSR 6.21) (A & C-11)

Extra allowance for shuttering for side drain and PCC blocks (CSR 9.15)

Dismentling of RCC including T&P scaffolding wherever necessary sorting the dismentled material, disposal of unserviceable material And stacking the serviceable material with all lifts and lead of 100 mtr (by mechenical means) (CSR 8.41)

Dismentling of Brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary sorting the dismentled material, disposal of unserviceable material And stacking the serviceable material with all lifts and lead of 100 mtr (by mechenical means) (CSR 8.39)

MS GARGA ASSOCIATES

GURDEV SINGH CONTRACTOR