Construction of Bridge, Approach Road, Additional Approach Road and Protection Work Over River Saheli at Bilhaiya Farm Chambarbojh Gram Sabha Makanpur Under Palia Assembly Constituency in District Lakhimpur Kheri (U.P.) on SBD Mode.

Description

Foundation:- Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island 1.5 m. As per Morth Specification 12.09 B

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 4.0 m and height of island 4.5 m. As per Morth Specification 12.09 B

Providing and constructing one span service road to reach island location from one pier location to another pier location. Season 1 As per Morth Specification 12.09 C

Providing and constructing one span service road to reach island location from one pier location to another pier location. Season 2 As per Morth Specification 12.09 C

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. As per Morth Specification 12.10

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC in Well Curb M30 As per Morth Specification 12.11 A (iii) Case 2

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC in Well Steining M30 As per Morth Specification 12.11 B (vii) Case 2

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC in False Steining M30 As per Morth Specification 12.11 B (vii) Case 2

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. PCC in Bottom Plugging M25 As per Morth Specification 12.11 C Case 2

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Intermediate Plugging M20 As per Morth Specification 12.11 D Case 2

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well Cap M35 As per Morth Specification 12.11 B (viii) Case 2

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth Specification 12.42

Sinking of 6.50 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 per Morth Specification 12.13 0 M - 3M

Negative sinking

Sand Filling in Wells complete as per Drawing and Technical Specifications. As per Morth Specification 12.21

Sub Structure:- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Pier M35 As per Morth Specification 13.05 H p

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Abutment column M35 As per Morth Specification 13.05 H p

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Pier cap M35 As per Morth Specification 13.05 H p

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Top beam M35 As per Morth Specification 13.05 H p

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Pedestal M45 As per Morth Specification 13.05 J p

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Seismic arrester M45 As per Morth Specification 13.05 J q

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Back wall , wing wall & Parapet M35 As per Morth Specification 13.05 H p

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. As per Morth Specification 13.06

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing 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. As per Morth Specification 13.18

Super Structure:- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. PSC Girder M45 As per Morth Specification 14.01 F q

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC in deck slab M40 As per Morth Specification 14.01 E q

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC in cross beam M45 As per Morth Specification 14.01 F q

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC in FootPath M40 As per Morth Specification 14.01 E q

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC in Crash Barrier M40 As per Morth Specification 14.01 E q

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per Morth Specification 14.20

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. As per Morth Specification 14.03

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per Morth Specification 14.04

Providing and laying of a Strip seal expansion joint catering to maximum horizontal movement upto 70 mm, 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. As per Morth Specification 14.22

Drainage Spouts complete as per drawing and Technical specification. As per Morth Specification 14.09

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. As per Morth Specification 14.10

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per Morth Specification 14.11

Fixing of 65mm GI Pipe in Crash barrier of the chair of MS Plate 12mm thick (20 x 20 cm) embaded in concrete and MS Plate 12mm Thick (20 x 20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. Crash Barrier Pipe Painting. As per Morth Specification 14.08

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. As per Morth Specification 14.16

Other Work:- Cost of Temporary Steel Pile Bridge. Season 1

Cost of Temporary Steel Pile Bridge. Season 2

Approach Road:- Jungle clearance including uprooting of trunk vegetations grass bush and sapling of girth upto 30 cm. At a height of one meter above ground level and removal of rubbish up to a distance of 50 mtr. Outside the periphri of area cleaned. As per Morth Specification 2.03

Construction of Embankment with Material obtained from Borrow Pits Lead 1000 m Construction of embanmkment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site spreading grading to required slope and compactig to meet requirement of table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 3001.5 including Royalty. As per Morth Specification 3.16

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 . As per Morth Specification 4.01 A

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. Grading 1 As per Morth Specification 4.11 B (i)

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. Grading 2 As per Morth Specification 4.11 B (ii)

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 kg/sqm using mechanical means. As per Morth Specification 5.01

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per Morth Specification 5.02 (ii)

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. As per Morth Specification 5.07

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A. As per Morth Specification 5.09 (ii)

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. As per Morth Specification 8.23

P/L of hot applied thermo plastic compound 2.5 mm thick including reflecto rising glass beads @ 250 gms per sqm area , thickness of 2.5 mm is exclusive of surface applied glass As per Morth Specification 8.13

Construction Of K.C Drain Along the Approach Road. As per Analyis of Rates

Construction Of Chute Drain Across the Approach Road As per Analyis of Rates

Additional Approach Road:- Jungle clearance including uprooting of trunk vegetations grass bush and sapling of girth upto 30 cm. At a height of one meter above ground level and removal of rubbish up to a distance of 50 mtr. Outside the periphri of area cleaned. As per Morth Specification 2.03

Construction of Embankment with Material obtained from Borrow Pits Lead 1000 m Construction of embanmkment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site spreading grading to required slope and compactig to meet requirement of table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 3001.5 including Royalty. As per Morth Specification 3.16

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 . As per Morth Specification 4.01 A

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. Grading 1 As per Morth Specification 4.11 B (i)

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. Grading 2 As per Morth Specification 4.11 B (ii)

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 kg/sqm using mechanical means. As per Morth Specification 5.01

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per Morth Specification 5.02 (ii)

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. As per Morth Specification 5.07

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A. As per Morth Specification 5.09 (i)

Safety Measure:- Retro- Reflective Sheeting Type IV with 4 mm thick ACM Double Side As per PWD SOR Lucknow Chapter 26 Sl No. 11

Linear Delineator System (LDS) As per PWD SOR Lucknow Chapter 26 Sl No. 9

Bollard (Single Side) As per PWD SOR Lucknow Chapter 26 Sl No. 14

Direction and Place Identification Signs with size more than 0.90 sqm size board As per PWD SOR Lucknow Chapter 26 Sl No. 20

Retro - reflectorized Traffic sign as per IRC 67-2012 Speed Limit ( 600 x 600 MM Circular ) As per PWD SOR Lucknow Chapter 26 Sl No. 18 (iii)

Retro - reflectorized Traffic sign as per IRC 67-2012 No U Turn ( 600 x 600 MM Circular ) As per PWD SOR Lucknow Chapter 26 Sl No. 18 (iii)

Retro - reflectorized Traffic sign as per IRC 67-2012 Triangular Caution ( 900 x 900 MM ) As per PWD SOR Lucknow Chapter 26 Sl No. 18 (i)

Road marking with Hot applied Thermo Plastic Compound with Reflectrosising Glass Beads on Bituminous surface As per PWD SOR Lucknow Chapter 26 Sl No. 2

Reflective Raised Pavement Markers (Cat Eye/Road Stud) As per PWD SOR Lucknow Chapter 26 Sl No. 5

Protection Work:- Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. As per Morth Specification 3.03

Providing and laying boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per Morth Specification 15.04

Providing and laying Pitching on slopes laid over prepared filter media complete as per drawing and Technical specifications. As per Morth Specification 15.04

Providing and laying of Filter materials underneath pitching in slopes complete as per drawing and technical specifications. As per Morth Specification 15.05

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