AP 9.1 Walkable Roads and Streets Phase II Including Utilities

Amount

Dismantling of existing structures by Mechanical Means 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 as per direction Of Engineer In Charge.

Dismantling of existing structure of Brick Work In Cement Mortar like culverts, bridge, retaining wall and other structure comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structure of Rubble Stone Masonry in Cement Mortar like culverts, bridge, retaining wall and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Dismantling Steel work in all types of section upto a height of 5 m above plinth level excluding excluding dismembering & cutting of rivet as technical specification clause 202.

Dismantling of Kerb Stone Channels by manual means and disposal of dimantled material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202

Excavation in al kind of soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with upto all lift and a lead upto as per Technical Specification Clause 1603.1

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m, all kinds of soil for pipes, cables etc. etc. exceeding 300 mm dia but not exceeding 600 mm

Earth work in excavation of foundation of structures for all kinds of soil 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.

Providing and laying cement concrete mechanically mixed 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) curing complete including cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer in charge.

Plain cement concrete M10 grade of 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 including cost of formwork with carriage of material upto all lead and lift as per direction of Engineer In Charge.

Plain/Reinforced Cement Concrete M15 in Open Foundation complete as per Drawing and Technical Specifications including cost of formwork with carriage of material upto all lead and lift as/ per direction of Engineer In Charge.

Reinforced Cement Concrete (RCC Grade M20) in Open Foundation complete as per Drawing and Technical Specifications including cost of formwork with carriage of material upto all lead and lift as per direction of Engineer In Charge.

Reinforced Cement Concrete (RCC Grade M25) in Open Foundation complete as per Drawing and Technical Specifications including cost of formwork with carriage of material upto all lead and lift as per direction of Engineer In Charge.

Construction of Reinforced Cement Concrete (RCC Grade M30), dowel jointed at expansion and construction joint, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (cost of steel dowel bar shall be paid seperately), including cost of formwork with carriage of material upto all lead and lift as per direction of Engineer In Charge.

Construction of Reinforced Cement Concrete (RCC Grade M30) addition of coloured pigment (3.0kg/50kg bag of cement) mixed with plastisizer and suitable water cement ratio, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (cost of steel dowel bar shall be paid seperately) including cost of formwork with carriage of material upto all lead and lift as per direction of Engineer In Charge.

Providing, shifting and placing precast Rectangular drain cover M25 grade of concrete including reinforcement having size (1000x850x125)mm, with 50mm PVC pipe for perforation, including carriage of material upto all leads and lifts as per direction of Engineer In Charge.

Providing, shifting and placing precast Rectangular drain cover M25 grade of concrete including reinforcement having size (1000x650x150)mm, with 50mm PVC pipe for perforation, including carriage of material upto all leads and lifts as per direction of Engineer In Charge.

Supplying, fitting and placingTMT bar Fe-500 reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 including carriage of material upto all leads and lifts as per direction of Engineer In Charge.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. including carriage of material upto all leads and lifts and as per direction of Engineer In Charge. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete and in gratings framed guard bars, ladders, railling,brackets and similar works including carriage of material upto all leads and lifts and as per direction of Engineer In Charge. (Priming and painting shall be paid seperately)

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes, including carriage of material upto all leads and lifts as per direction of Engineer In Charge.

Providing and laying heavy duty natural cobble stone 100x100x80mm laid over 25mm average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and i/c pointing and curing rubbing & polishing complete as per the design patteren and colour approved (Sub base concrete floor to be paid for separately), including carriage of material in all leads and lifts as per direction of Engineer in Charge.

Providing and laying 60mm thick heavy duty precast cement concrete inter locking coloured paver blocks vibro compacted upto M-35 grade i/c border or kurb block grey or colored over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for separately) including carriage of material upto all leads and lifts as per direction of Engineer In Charge.

Providing and laying Slate size (300x200)mm, with 12-18mm thick slate flooring, 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, grooving and pointing complete with carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Providing and laying 150mm thick random rubble flooring in cement mortar 1:3 laid over cement concrete bedding complete as per drawing and technical specification Clause 1303, including carriage of material up to all leads and lifts and as per direction of Engineer In Charge.

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 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

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 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent 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. 507 complete in all respects including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

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 per cent 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 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

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 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Providing and laying reinforced cement concrete pipe NP3 600mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Providing and laying 900 mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Providing and laying 1200 mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Supplying and laying of 120 mm dia (OD-120 mm & ID-103 mm nominal) size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) excluding excavation and refilling the trench sand cushioning and protective covering etc, complete as required including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.:- on Steel Works including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

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 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Stone solling for road work properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour) including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Providing and filling, boulder filling behind retaining wall including carriage of material in all leads & lifts as per direction of Engineer in charge.

Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe (pressure should not be less than 4kg/cm2), extending through the full with of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, including carriage of material in all leads and lifts as per direction of Engineer in Charge.

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 810 including carriage of material up to all leads and lifts as per direction of Engineer In Charge.

Providing and sticking 50mm wide high intensity grade all wheather proof reflective sheeting multi colourtape fixed with mechanically means with high visibility (cautionary) from long distance Channel post i/c with carriage of material with all leads and lifts as per direction of Engineer-In-Charge.

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 mild steel single angle frames 75 x 75 x 6 mm and 2 nos of SHS 75x75x6mm posts firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing including carriage of material up to all leads and lifts as per direction of Engineer In Charge. (Cost of earthwork, M15 grade of concrete and steel post and frame will be paid extra)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on mild steel single angle frames 75 x 75 x 6 mm and SHS 75x75x6mm posts firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including carriage of material up to all leads and lifts as per direction of Engineer In Charge. 900 mm equilateral & triangle. (Cost of earthwork, M15 grade of concrete and steel post and frame will be paid extra)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on mild steel single angle frames 75 x 75 x 6 mm and SHS 75x75x6mm posts firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including carriage of material up to all leads and lifts as per direction of Engineer In Charge. 600 mm circular

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on mild steel single angle frames 75 x 75 x 6 mm and SHS 75x75x6mm posts firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including carriage of material up to all leads and lifts as per direction of Engineer In Charge. 600 mm x 450 mm rectangular, (Cost of earthwork, M15 grade of concrete and steel post and frame will be paid extra)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on mild steel single angle frames 75 x 75 x 6 mm and SHS 75x75x6mm posts firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including carriage of material up to all leads and lifts as per direction of Engineer In Charge. 900 mm side octagon (Cost of earthwork, M15 grade of concrete and steel post and frame will be paid extra)

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

DEEPAK JOSHI

RAJNISH INFRA AND LNA INFRA JV

ANS Constructions Ltd

MCC POWER PROJECTS PVT. LTD.