Setu Approach Road on Ghaghra River (Gola Ghat) of Village Hajipur Khadeliya Gola Bazar Marg on Mahua Ganwal Bandh in Azamgarh District. Additional Approach road and protective work (Gorakhpur Side)

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees etc.

Approach Road

Additional Approach Road

Guide Bund

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. (Upto 1 km lead.)

Approach Road

Additional Approach Road

Guide Bund

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 table No. 300-2 (Upto 1km lead)

Approach Road

Additional Approach Road

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

Approach Road

Additional Approach Road

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. AS per MoRT&H Specification clause 406

Approach Road

Additional Approach Road

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. As per MoRT&H Specification clause 502

Approach Road

Additional Approach Road

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per MoRT&H Specification clause 502

Approach Road

Additional Approach Road

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.

Approach Road

Additional Approach Road

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats.

Approach Road

Additional Approach Road

Brick on edge pavement on both sides of the road by M 150 brick complete. (As per SI No. 763)

Approach Road

Guide Bund

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 table No. 300-2 (Upto 1km lead)n (For Patri work)

Approach Road

Additional Approach Road

Providing and erecting a "W" Matel beam Creah barriear compacting of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m center to center, 1.8m 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 150x75x5mm, 330 mm long complete as per clause 810

Approach Road

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.

Approach Road

Additional Approach Road

Construction of K.C. drain including exacavation as per SI No. 251, providing and laying LC 1:4:8 as per SI 281 and providing and laying CC 1:2:4 as per SI 279(a) Complete as Per direction of Engineer In Charge.

Approach Road

Construction of Chute drain @ 30 m C/C including exacavation as per SI No. 251, providing and laying LC 1:4:8 as per SI 281 and providing ,laying RCC garde M30 as per SI 282 and including rienforcement Complete as Per direction of Engineer In Charge.

Approach Road

Construction of stairs @ 500mtr. C/C including exacavation as per SI No. 251, providing and laying LC 1:4:8 as per SI 281 and providing and laying CC 1:2:4 as per SI 279(a) Complete as Per direction of Engineer In Charge.

Approach Road

Providing and laying Km stone, Hectometer stone & sign board etc complete.

Approach Road

Supply, fixing and errection of builtup over head structure of 12m-15m span comprising of three vertical posts of 6m height made up of 300mm NB heavy class MS pipe as vertical member welded with 10mm MS plate at top and 12mm MS plate at bottom. The horizantal truss shall comprasing of 50mm dia etc complete work as per direction of E/I

Approach Road

Additional Approach Road

Providing and fixing of raised pavement markers having moulded body of polycarbonate, ASA, HIPS or ABS able to support a load of 13.635MT tested inaccordance with ASTMD 4280 type H and other requirement mentioned in MORTH & H circular, its reflective lens made of micro prismatic lens (capable of Providing total internal reflection of light) electronically welded to the body.

Approach Road

Additional Approach Road

Reflective Raised Pavement markers with Shanks Providing and fixing of raised pavement markers with twin shanks of adquate length anchored with exoxy/bitumen adhesive of approved make having moulded body of polycarbonate, ASA, HIPS or ABS able to support a load of 13.635MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MORTH & H circular, its reflective lens made of micro prismatic lens (capable of Providing total internal reflection of light) electronically welded to the body. The length, height and width of the body shall not exceed 130mm, 200mm and 105mm respectively. The area of each reflective surface shall not be less than 13sq.cm on each side sloping at the angle of 35 + - 5 degree to the base to encure maximum reflectively. It shall comply to specification of category A of MORT & H circular no. RW/N 33023/10/97-DO-III dated 11.06.97.Lenses shall be moulded of methy1 methecrylate conforming to ASTMD 788 or equivalent, Manufacturers warranty or at least 7 years shall be furnished on non judicial stamp of required denomination. Rate shall be inclusive of all taxes, royalty,

Approach Road

Road marking with Hot Applied Thermoplastic compound as per MORTH Specification.

Approach Road

Additional Approach Road

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-5 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing complete (90x90 cm.)

Approach Road

Additional Approach Road

Providing and laying 1000mm Dia hume pipe culvert etc complete For Addtitional Approach Road 2 Nos.

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.

Cement concrete with 4cm. (1-1/2)gauge approved Brick ballast approved coarse sand and cement in the proportion or 8:4:1 including supply of all materials, labour and T & P etc. Required for proper completion of the work As per SI. No. 275

M 150 class brick work in 1:4 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. As per SI No. 305

Struck pointing with cement morter consisting of one part cement and 2 parts of fine sand of 1.25 F.M. On brick work including supply of all materials labour and T & P etc. Required for proper completion of work. As per SI. No. 574

Supply fo NP-3 hume Pipe

Laying of NP-3 Hume pipe

Laying of a geotextile filter/Geo cell between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

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 upto1000 mtrs. As per MoRT&H Specification clause 302

Providing & laying Filter material underneath pitching (GSB) in slopes complete as per drawing and Technical specification MoRTH Spec. 2504 Sr. no.-17

Providing and laying Pitching on slopes/Bolder apron laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. MoRTH Spec. 2504 Sr. no.-16

M/s Umesh Shahi