In Financial year 2024-25 Work of widening and strengthening of road from Sardhana to rasna via ekdi patholi (ODR) in district meerut

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)

Dismantling of existinng old Brick laid on edge including stacking of old Brick as per PWD S.I No 10.29 New Item 4

Relaying of Bricking soling With Straight over Brunt laid on edge and dry (Labour Only) assumming 60% of the dismanteleed bricks as servicable Including preparation of subgrade to Prescribed camber filling Joint withy local earth spradind a blinding 1cm depth of local earth over the entire surface and including labour t&P etc for proper completion of the work as per PWD S.I NO 10.26 Item No.786

Dismantling of existing structures,like Interlocking Tiles, culverts,bridges,retaining wall and other structure comprising of brick masonary,including unerviceable material and stacking the serviceable material with all lift and lead of 30 m as per Technical Specification ItemNO. 12.02PWD Schedule Item NO.692

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

(Staibilized sub- Base FDR technology)Providing, laying, spreading and Compecting of Existing Granular Material adding cement using truck Mounted/ self Propelled cement spreader shall have variable working width with microprocessor controlled spray rate through augers and cellular wheels. The Agrregate shall be in situ pulverised/ stabilised using four wheeled drive recycler having working depth up to 50cm with variable depth control system. Compacting with vibratory roller pneumatic roller and vibratory pad foot pad roller (20 tonne) to achieve Design unconfined compressive strength

(1) Emulsion Treated Aggregate Base (wet mix Macadam + cement+ Emulsion) as per MORTH second Revision 2019 Providing, laying, spreading of Stablized graded stone aggregate (WMM) after mixing with with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in unform single layer on sub-base/ subgrade and compacting with the road roller to achive the desire density.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25kg 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.

Cement Concrete Pavement - Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.(M-35)

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

Concrete with 4 cm. gauge Stone ballast, fine sand of 1.25 FM and cement in proportion of 8:4:1 in foundation including supply of all material labour ,tools, and plants etc. required for proper completion of work. (SI No. 273)

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)

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)

Supply & Laying of Hume pipe (1000 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)

Fixing of joints in hume pipe (1000 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

Teracotta paint as snowcem and white Washing Two Coats etc Complete

Letter Painting on end of Culvert etch Corrner

Kilometer, Hectometer, Rate L/s 15000/km

M/s Juneja Construction Pvt Ltd (BID ID -4864130)

M/S CHAUDHARY ASSOCIATES (BID ID -4868258)