Work of widening and strengthening of Mubarikpur Kaul Rahawati Dadupur road from Mawana Falavada Ghatayan Marg

Amount

Excavation in foundation in ordinary soil including lift up to1.50 m. and lead upto 30m and including filling watering and ramming of excavated earth into the trenches and the side of foundation trenches or into the plinth and removal ,disposal of suurplus earth.si 251(a)

(GSB) 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 Reference to MORT&H Specification 401 SN. 4.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

(WMM) 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. Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

(ETA) Providing, laying and spreading of Stablized graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emuslion in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density.

(Tack Coat) Providing and applying tack coat with VG-10 pressure distributor at the rate of @ 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per Reference to MORT&H Specification 503 SN.5.02 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 complete in all respectsAs per Reference to MORT&H Specification 507 SN. 5.5 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST

Construction of Embankment with Material obtained from Borrowpits construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Rates are including all labour, material, T&P, taxes & labour cess but excluding GST.

Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with 43 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 .

Supply & laying of 100mm thick Precast cement concerete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpa and weight 5 kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.

Cement concrete with 4cm. Gaugestone ballast,fine sand and cement in 8:4:1 proportion all same as.SOR.281

M-150 Brick work in foundation and plinth but in 1:3 (cement & coarse sand )all same as S.O.R item no.307

Cement concrete with 2cm. Gauge approved stone grit,coarse sand and cement in 4:2:1 proportion all same as S.O.R item 279(a).

12mm. Thick plaster with cement and coarse sand of 1.25 fineness modules mortar in 1:3. all same as per S.O.R no.582a

Laying of hume pipe in position ( Labor only) including labour and T & P etc. required for completion of the work. ( SI No. 10.27)

Cost of 600mm dia NP-3 class hume pipe.

M-150 brick work in 1:4 cement and coarse sand mortor in foundation and plinth. (SI No. 305a

Struck cement Pointing with 1:2 cement and fine sand of 1.25 mm mortar including supply of all material T & P etc complete. (SI No. 574) L/S

fixing of joints in hume pipe with juit and cement including cost of material and labour.

Teracotta and Letter paint as snowcem and white washing etc .

M/s Juneja Construction Pvt Ltd (BID ID -5001128)

M/S SHANTI ASSOCIATES (BID ID -4997916)