WIDENING AND STRENGTHENING OF DIDAI BELAUHAROAD(ODR)

Amount

Clearing and Grubbing Road land including uprooting rank vegetation, grass, bushes, shrubs, shaplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unservicable material and stacking of servicable material to be used (The rate are excluding G.S.T. which will be paid extra as applicable)

Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of tableNo.300-2 (The rate are excluding G.S.T. which will be paid extra as applicable)

Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres. (The rate are excluding G.S.T. which will be paid extra as applicable)

Compection of Excavated Earth work of item no.3 (The rate are excluding G.S.T. which will be paid extra as applicable)

Scarifying existing Bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 meter . (The rate are excluding G.S.T. which will be paid extra as applicable)

GSB : Construction of granular sub base by providing close graded material, mixing in a machenical mix plant at OMC carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibartory power roller to achieve the desired density complete as per clause 401 (The rate are excluding G.S.T. which will be paid extra as applicable)

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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (The rate are excluding G.S.T. which will be paid extra as applicable)

WMM (STABLIZED) : Providing, laying and suprending of graded stone aggregate (WMM) after mixing with water at OMC in mechanicl mix plan carring of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and compacting with the road roller to achieve the desire denisity. (The rate are excluding G.S.T. which will be paid extra as applicable)

TACK COAT : Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable)

DENSE GRADED BITUMINIOUS MACADAM Gr-II : Providing and laying dense graded bitumenous macadam with 100-200 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregateos of specified grading premixed with bitumenious binder @ 4.50 percent by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendom roller to achieve the desired compaction as per MORT&H Specification Clause 507 complete in all respects. (including coat of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable)

BITUMINIOUS CONCRETE Gr-II : Providing and laying bitumenious concrete with 100-120 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitumenious binder @5.4 percent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendom roller to achieve the desired compaction as per MORT& H specification clause 509 complete in all respects. (including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable)

CEMENT CONCRETE PAVEMENT : Construction of un-reinforced, dowel jointed, 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 & MORTH Specification Clause No. 602

Construction of Patari using earth in proper slope on both sides of widened / Strengthed road including cost of material, labour, T&P hire charges of road roller etc. required for proper completino of work. (The rate are excluding G.S.T. which will be paid extra as applicable)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side complete in all respect. As per Sl. No. 251 (The rate are excluding G.S.T. which will be paid extra as applicable)

P.C.C. 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixd placed in foundation as per specification. (The rate are excluding G.S.T. which will be paid extra as applicable)

Class 150 sub-class 'A' brick in cement mortar 1:3 cement & approved course sand mortor including supply of all material, labour, T&P etc. required for proper completion of work (The rate are excluding G.S.T. which will be paid extra as applicable)

Plain Cement Concrete Grade M-15 Cement Concrete in Foundation complete as per Drawing and Technical Specifications. (The rate are excluding G.S.T. which will be paid extra as applicable)

RCC Grade M20 Cement Concrete complete as per Drawing and Technical Specifications. (The rate are excluding G.S.T. which will be paid extra as applicable)

RCC Grade M25 Cement Concrete in slab as per Drawing and Technical Specifications. (The rate are excluding G.S.T. which will be paid extra as applicable)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (The rate are excluding G.S.T. which will be paid extra as applicable)

Struck pointing with cement morter consisting of 1 part of cement and two part of fine sand of 1:25 FM on brick work including racking the joints washing and celaning and supply of all material labour T&P etc. required for proper completion of work (The rate are excluding G.S.T. which will be paid extra as applicable)

S/o 600mm. dia NP-3 H P (The rate are excluding G.S.T. which will be paid extra as applicable)

S/o 900mm. dia NP-3 H P (The rate are excluding G.S.T. which will be paid extra as applicable)

Laying of 600mm. dia NP-3 H P (The rate are excluding G.S.T. which will be paid extra as applicable)

Laying of 900mm. dia NP-3 H P (The rate are excluding G.S.T. which will be paid extra as applicable)

Providing weep holes in Brick masonry/Plain reinforced concrete abutment, wing wall/ return with 100 mm dia AC pipe, extending thruogh full width of the structure with slope of 1V120H toeards foce complete as per drawing (The rate are excluding G.S.T. which will be paid extra as applicable)

Dewatering work of underground water well as surface water with the help of diesel engin pumping set during earth work in excavation of foundation for laying lean voncrete and brick work in foundation including cost of boring charges @5 mtr. c/c distance hire charges of pumping set fuel charges labour & other T&P As per Sl. no. NS (The rate are excluding G.S.T. which will be paid extra as applicable)

Earth work in cutting in embankment in ordinary soil (Loam,Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels and slops and also including 1.50 meter lift and 30meter lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as direction by the Engineer incharge.Excluding royality (The rate are excluding G.S.T. which will be paid extra as applicable)

M/S MAA ADI SHAKTI CONSTRUCTION