Construction of R.C.C. Minor Bridge, approach and Protection work at Ghugha River in Shahbad Rampur Bazpur Road (SH-144) Km. 75 in distt Rampur (12x55.84)Mtr

Amount

Earth work in excavation for foundation of structure by mechanical means as per drawings and clause 304 of MORT&H specifications (2001)(placing for well curb) (Excluding G.S.T.)

Providing and laying of cutting edge of mild steel weighing 150 kg per meter of well foundation as per drawings and clause 1200 & 1900 of MORT&H Specifications (2001) .(Excluding G.S.T.)

RCC work in M-30 in well curb with cement, aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work. (Excluding G.S.T.)

RCC work in M-30 in well steining with cement aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work. (Excluding G.S.T.)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil,clayey soil and rock as shown against each case ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level,for depth below bed level up to 3.0M (Excluding G.S.T.)

same as above but for depth below 3.00 to 10 M

same as above but for Beyond 10.00 M

M 25 grade plain cement concrete with 10 per cent extra cement in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in bottom plug. (Excluding G.S.T.)

M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in intermediate plug. (Excluding G.S.T.)

Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001) (Excluding G.S.T.)

M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in well cap. (Excluding G.S.T.)

M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers (Excluding G.S.T.)

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers caps (Excluding G.S.T.)

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns (Excluding G.S.T.)

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment top beams (Excluding G.S.T.)

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in back walls (Excluding G.S.T.)

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in wing walls (Excluding G.S.T.)

RCC M-40 in superstructure with cement approved coarse sand & 2cm gauge well graded grit including nece-sary shuttring placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all material labours T&P etc required for porper completion of wortk. as per drawings and clause 1500 &1600 1700 of MORT&H specifications (2001) (Excluding G.S.T.)

Providing and laying cement concrete wearing coat M-30 Grade including reinforcement complete as per drawing and technical specification.( including Reinforcement) (Excluding G.S.T.)

HYSD steel or iron work in well steining well cats, abutment and their caps, slabs, curvs etc, brought to required shape including cutting, bending & also including cost of cecessary reinfocement for proper completion of the work. (Excluding G.S.T.)

M 30 grade renforced cement concrete approach slab excluding reinforcement as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) (Excluding G.S.T.)

M 15 ordinary grade plain cement concrete leveling course below approach slabs per drawings and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2001) (Excluding G.S.T.)

PVC pipes (working pressure 4 kg / cm 2 ) Single socketed pipe 110 mm dia (Excluding G.S.T.)

Back filling behind abutment, wing wall and return wall with 40mm Stone ballast. complete as per drawing and technical specifications (Excluding G.S.T.)

Supply, fitting and fixing in positions true to line and level sixe elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001) (Excluding G.S.T.)

Providing and laying of a strip seal expansions joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation (Excluding G.S.T.)

Drainage Spouts complete as per drawing and Technical specification (Excluding G.S.T.)

Construction of embankment with apporved material obtained from borrow pits with lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per Tecnical Specification Clause 301.5 (Excluding G.S.T.)

Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification. (Excluding G.S.T.)

Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification (Excluding G.S.T.)

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches.S.I.no..251 (Excluding G.S.T.)

Concrete with 4cm(1½"). Gauge Stone ballast, coarse sand and cement in the proportion of 8:4:1 in foundation and under floor, including supply of all material Iabour and T&P etc.required for proper completion of the work.281 (Excluding G.S.T.)

First class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Excluding G.S.T.)

12 mm thick plaster with cement and approved coarse sand in 1:3 over brick work minimum thickness not to be less than 3/8" (10 mm) thick including supply of all materials, labour and T&P etc. required for proper completion of the work. 583 (Excluding G.S.T.)

Cement concrete with 2 cm. (gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.279A(Excluding G.S.T.)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. (i) For Grading I Material (Excluding G.S.T.)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water of OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (Excluding G.S.T.)

Providing and applying Primer Coat with SS1 Grade Bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.70 kg/sqm using mechanical means. (Excluding G.S.T.)

Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Excluding G.S.T.)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0% 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. (Excluding G.S.T.)

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 @ 5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherwith 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. 507complete in all respects. (Excluding G.S.T.)

Hazard Sign Board 30x90 cm Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) (Excluding G.S.T.)

Sign Board 90 cm equilaterial triangle Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) (Excluding G.S.T.)

Cat Eyes (raised pavement marker). Supply & fixing of moulded cats eye shank raised pavement markers made of polycarbonate moulded body and reflected pannel with micro prismatic lens capable of providing total internal reflection of the light entering the lens face conforming to ASTMD for 4280 type 'H' and complying to specification of categories a of MORTH CIRCULAR NO RW/NH/33023/10-07-DO-III 11-06-1997. The height, width and length shall not exceed 20 mm 150 mm and 105 mm and bitumen adhesive on bitumen roads as per manufacture's recmmendation including site clearence etc. and complete as per direction by E/I. (Excluding G.S.T.)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (Excluding G.S.T.)