Widening and Strenthening of Katra Chauri Road to Connect Development Block Haldharamau in Distt gonda

Amount

Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301.5.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified 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 Clause 406

Provding laying and spreading of graded stone aggregae (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying with 1% OPC cement and 3.5% emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achive the desire density as per Clause 406

Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.on BC surface as per Clause 503 (iii)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of 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. 509 complete in all respects.

Providing and laying Cement concrete 1:4:8 (1 cement : 4 Coarse sand : 8 graded Stone aggregate 40 mm. nominal size) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. Chapter 5 SOR 281

R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. SI No. 288

P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level as per SI No. 504 (b)

FOR ROAD SEFTY Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes as per ENC letter No. 309

Thermoplastic Repeted Bar marking is a softer treatment to reduce the speed. One set of bar marking (refer TM 08) comprises of 6 bars of 300 mm wide. Each strip of thermoplastic strip shall be of 5 mm high and shall be set applied across the full width of the carriageway as per ENC letter No. 309 (Double Rate)

Direction of place indentification sign with size more than 9 sqm size board providing and erecting direction place identification reflactoirised sign as per IRC 67 made high intensity grade shieeting wide clause 801.3 fixing over aluminium sheeting 2mm thick area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm as per Traffic Sign SI No 13

Providing and fixing of retero reflacting delinator post IZ-ASTMAD-456-4 Made of 75 mm dia round of 1.2 m high with fixing support as per Traffic Sign SI No. 2

Providing and laying of KM Stone of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of KM Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work of SOR 2016-17 Misc Item No. 12

Providing and laying of Hecto Meter Stone of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work of SOR 2016-17 Misc Item No. 13

Providing and fixing of informatory sign board of MS Plates of 1.6mm thick size 1200 x 900 duly welded on angle iron frame 45x45x5 with cross legged flat iron of 35x6mm duly welded for gross support of vertical angle iron post of 3 meter height. Lower end of vertical support will be welded to 2 No 75x75mm of 12 SWG sheet duly embedded in cement concrete in M-15 grade blocks of 450x450x600mm, 600 below ground level. All MS will be stove enameled on both sides, Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and plates will be painted with primer and two coats of epoxy paint as er drawing clause-1701 and Annexure 1700.1 as per SOR 2016-17 SI No. 14

M/s Alok Construction