Construction of bridge over river pandu on goun shishupur sah approach road additinol approach road and protection work in distt Kanpur

Foundation

Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well for depth of water 1.0M & hight of Island 1.50M (MoRTH-12.9A)

Providing and constructing temporary island 24 m diameter for construction of well foundation for 8m dia. Well for depth of water 4.0M & hight of Island 4.50M (MoRTH- 12.9B)

Providing and constructing one span service road to reach island location from one pier location to another pier location. (MoRTH- 12.9C)

Providing and laying cutting edge of mild steel weighting 40 kg per mtr for well foundation and technical specification. (MoRTH- 12.10)

Plain/Reinforced Cement Concrete in Well Foundation complete as per drawing and technical specification

RCC Well Curb in M25 Grade (MoRTH- 12.11)

RCC Well steining in M30 Grade (MoRTH- 12.11)

RCC False steining in M30 Grade (MoRTH- 12.11)

PCC Bottom Plug in M25 Grade (MoRTH- 12.11)

PCC Intermediat Plug in M25 Grade (MoRTH- 12.11)

RCC Well Cap in M30 Grade (MoRTH- 12.11)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specification. (MoRTH- 12.40-1600)

Sinking of 6.00 M External; diameter well (other than pneumatic method of sinkign) through all types of strata namely sandy soil/clayee soil as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

Sinking Abutment Well

0 M to 3 M (MoRTH- 12.12 A-I)

3 M to 10 M (MoRTH- 12.12 B-II)

10 M to 20 M (MoRTH- 12.12 B-III)

20 M to 30 M (MoRTH- 12.12 B)

Sinking Pier Well

Sinking above Well Cap

Sand Filling in Wells complete as per drawing and technical speicification.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.

RCC in Pier M30 Grade [ MoRTH - 13.5H-Q ]

RCC in Abutment Column M30 Grade [ MoRTH - 13.5H-P ]

RCC in Pier Cap M30 Grade [ MoRTH - 13.5H-Q ]

RCC in Top Beam M30 Grade [ MoRTH - 13.5H-Q ]

Concrete in Padestal M45 Grade [ MoRTH - 13.5J-Q ]

Seismic arrester in M45

Concrete in Back wall , wing wall & Parapet M30 Grade [ MoRTH - 13.5H-Q ]

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. [ MoRTH - 13.6-1600 & 2200 ]

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. [ MoRTH - 13.18-2000 & 2200 ]

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.

PSC Main Beam

RCC in deck slab M35 Grade [ MoRTH - 14.1F II (R) ]

RCC in cross beam M40 Grade [ MoRTH - 14.1F II (R) ]

RCC crash barrier

RCC Foot Path

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications [ MoRTH - 14.2-1600]

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. [ MoRTH - 14.3-1800]

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications [ MoRTH - 14.4-2702]

Providing and laying of a strip seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. [ MoRTH - 14.21-2607]

Drainage Spouts complete as per drawing and Technical specification [ MoRTH - 14.9-2705]

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. M15 Grade [ MoRTH - 14.10-2700]

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. M30 Grade [ MoRTH - 14.11-1500 & 1600 & 1700 & 2704]

Providing, fitting and fixing GI Pipe 65mm railing complete as per drawing and Technical Specification [ MoRTH - 14.8-2703.2 & 1900]

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. [ MoRTH - 14.16-800]

Approach Road

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 300.1 And 300-2. with lead upto 1000 mtr. as per drawing and technical specification

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grade -II)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grade -III)

Providing and applying primer coat with SSI bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means

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.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.

Type - A, "W" : Metal Beam Crash Barrier (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 811)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.)

Construction Of K.C. Drain as per drawing and technical Specification

Construction Of Chute Drain as per drawing and technical Specification

Additional Approach Road

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 300.1 And 300-2. with lead upto 1000 mtr. as per drawing and technical specification

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grade -II)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grade -III)

Providing and applying primer coat with SSI bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means

Providing and applying Tack Coat on Bituminous surfaces (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.)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.

Brick Edging on Both Side of Road of 1st Class Brick 7 cm Wide and 11 cm Deep Laid with Mortor

Protection Work

Earth Work in Excavation

Providing and laying of Filter materials underneath pitching in slopes complete as per drawing and technical specifications

Providing and laying of Pitching Slopes laid over prepared filler media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

Apron

Toe Wall

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