Widening and strengthening of Meerut Baraut Marg to Meerut Karnal Via Village Badam Ikdi ODR from Chainage 3.18 KM to 9.68 Km Length 6.50 KM

Amount

(a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. S.I.No. 251

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt.) for small works/ Abadi area. (where machine can not move) SI No. 253 (a)

Scraping old painted surface including disposal of all scraped material distance of 30 meters (100 m) as per direction by the Engineer-in-charge.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

Tack Coat @ 0.25 kg/sqm (For DBM) Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.

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 withn 43 grade cement or any other type as per clause 1501.2.2 (1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum 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 form work. (steel channel, laying and fixing of 125 micron thick polythene film, wedges , steel plates including levelling the formwork as per drawing) spreading the concrete with shovels. rakes, compacted using needle, screed and plate vibrators and finished in continuous poeration including provision of contractiion and expansion, construction joints as per norms ,applying debonding strips primer, sealant, dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14- days, curing conpound (where specified) and water finishing to lines and grade as per drawing and Techical specification clause 1501 including cost of polythene sheet and dowel bar and also including conplete shifting of matrials & concrete etc. (Item no. New item 9 page no 47)

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI. No. 282

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3. .for slabs. lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.inculding all taxes. SI No. 504

Supply & Laying of Hume pipe (450 mm dia) Supply & Laying of Hume pipe (450 mm dia) in position including labour and T&P etc. required for proper completion of the work.As per SOR 10.27, New item (ii) (NP-3, S&S Type I.S.I. mark)

Fixing of joints in hume pipe (450 mm dia) Fixing of joints in hume pipe (450 mm dia) with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work. As per SOR , New item (i)

M-150 class brick work in 1:4 cement and Course sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (as per PWD SI No. 305(a)

Pointing with cement mortar (1:2) on brick work in substructure as per Technical Specifications SI.No. 574

M/s Juneja Construction Pvt Ltd

NEERAJ KUMAR RATHI

M/S S S CONTRACTOR

M/S RAMAN CONSTRUCTION CO.

mahesh chand contractors