W/S OF PEELIBHEET BAHRAICH BASTI ROAD (SH-26) KE KM-370 TO 390(15KM) TAK

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)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (The rate are excluding G.S.T. which will be paid extra as applicable)

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)

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)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. (including cost of Emulsion) (The rate are excluding G.S.T. which will be paid extra as applicable)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 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)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. (including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable)

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. (including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable)

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

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

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

Laying of 600mm. dia NP-3 H P culvert (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)

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 ANMOL ASSOCIATES (BID ID -5068389)