Construction of 3x10m Span Minor Bridge in Km-15 of Ajeetpur Punjab Nagar Jaulpur Patwai Road (ODR) in Dist. Rampur .

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per MORT&H specification No 12.01& 304

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Less Credit of Dismantled material etc proper completion of the work.

Providing and Laying Cutting Edge of Mild Steel weighing 45 kg per metre for Well Foundation complete as per Drawing and Technical Specification. No 12.10, 1200 & 1900

RCC work in M-30 in well curb with cement, aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttering, 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.

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.

Sinking of 5 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, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. as pe Specification No 12.12 Section 1200

depth below bed level up to 3.0M

depth below 3.00 to 10 M

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 (2013) in bottom plug.

M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2013) in intermediate plug.

Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2013)

M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2013) in well cap.

M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200 ,1500 & 1700 of MORTH Specifications (2013) in piers

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2013) in piers caps

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2013) abutment columns

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2013) abutment top beams

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2013) in back walls

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2013) in wing walls

RCC M-40 in superstructure with cement approved coarse sand & 2cm gauge well graded grit including necessary shuttering 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 proper completion of work as per drawings and clause 1500 &1600 1700 of MORT&H specifications (2013)

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.

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 necessary reinfocement for proper completion of the work. as per drawings and clause 1600 of MORT&H specifications (2013)

M 30 grade renforced cement concrete approach slab excluding reinforcement as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2013)

M 15 ordinary grade plain cement concrete leveling course below approach slabs as per drawings and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2013)

PVC pipes (working pressure 6 kg / cm 2 ) Single socketed pipe 100 mm dia

Back filling behind abutment, wing wall and return wall with 40mm Stone ballast. complete as per drawing and technical specifications as per drawings and clause 710.1.4.of IRC:78 & 2200 of MORT&H specifications (2013)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications as per drawing and Morth specifications (2013)

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 manufacturers instructions for installation as per drawings and clause of MORT&H specifications (2013)

Drawing And Design With Vetting

Soil testing with all report

Drainage Spouts complete as per drawing and Technical specification

Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification.

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

Excavation for Structures; Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil (Depth upto 3Mt)

PCC 1:3:6 in foundation; Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick Masonry Work in Cement Mortar 1:3 in substructure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Plain Cement Concrete M20 in Open Foundation complete as per Drawing and Technical Specifications.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

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.

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 Specifications Clause 401

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications 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 under base and compacting with vibratory-roller to achieve the desired density. Laying using grader

Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminious surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% 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.

Providing and laying bituminous concrete with 100-120 TPH producing an average output of 75 Tonnes per hour using crust 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 hydro static 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. 509 complete in all respects (509) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c.

Add cost of the MS informatory sign board hecto stone inugration etc.

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 150x75x5 mm spaced 2m center to center, 1.8 m high with 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1384, metal beam rail to be fixed on the vertical post with spacer of channel section 150x75x5 mm, 300 mm long complete as per clause 810. (MoRTH-810 (8.23) Sl. No. 27 (Ch. 7.600 to 7.700) +(29.030 to29.130)

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