Azamgarh-Chhatwara- Devite - Mehnagar-Jigni-Palhna - Mehnajpur road (ODR) from km 26 (Mehnagar tehsil) to km 37 (length 11.00 km) to connect the block Palhna with two lane road in distt azamgarh.

Amount

Excavation in soil using hydraulic excavator C.K. 90 and tipper with disposal upto 1000 m :- Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper triming bottom and side slop in accordance with requirement of lime, grade and cross section and transporting of the embankment location within all lift and lead upto 1000m. as per MoRTH specification No. 301 Excluding GST.

Construction of Embankment with Material deposited from Roadway Cutting:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 Excluding GST.

Construction of Embankment with Material obtained from road side without lead) :-Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , spreading grading to required slope and compating to meet requirement of table 300-2 (without lead) (Data Book Sr. No. 3.16) material obtained from right way. Excluding GST.

Construction of Embankment with Material obtained from Borrowpits :- Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site, speading grading to required slope and compating to meet requirement of table 300-2 from 1.00 Km. distance Excluding GST.

GSB Construction of Granular sub-base by providing coarse 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, Excluding GST.

Dry Lean Cement Concrete Sub-Base Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. as per MoRTH specification No. 601 Excluding GST.

Construction of un-reinforced, 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 weight 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, Excluding GST.

WMM 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 static roller 8-10 tonne to achieve the desired density as per MORTH specification NO.-406 Excluding GST.

WMM+1% OPC Cement+3.5% Emulsion Providing, laying and spreading of graded stoneaggregate (WMM) after mixing with water at OMC & 1% OPC cement and 3.5% Emulsion in mechanical mix plant carriage of mixed material by tipper to site, laying with paver finisher in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. Excluding GST.

TACK COAT Providing and applying tack coat with butimen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm area on the prepared surface cleaned by mechenical broom complete as per clause 503 of MORTH specification. Excluding GST.

Bituminous concrete Providing and laying bituminous concrete with 100-120 TPH Batch type Hot mix plant producing an average output of 75tonn per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 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. Excluding GST.

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead). Excluding GST.

Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (from 1 Km. distance) Excluding GST.

Construction of RCC U Type Drain 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. Excluding GST.

PCC 1:3:6 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing for 14 days. Excluding GST.

RCC Grade M20 Case-1 using concrete mixer furnishing and placing reinforced cement concrete in super structure as per drawing and techincal specification. Excluding GST.

HYSD Bar Supplying, fitting and placing HYSD bar reinforecement in super-structure complete as per drawing and technical specifications Excluding GST.

Construction of Culvert. Dismantling Brick work. Dismantling of existing structures 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 of 1000 metres. Excluding GST.

Earth work in excavation in foundation of structures as per drawing and technical specification including setting out construction of shoring and bressing of sides and bottom, back filling the and excavated earth to the extent required utilising the remaining earth locally for brigde work. As per MoRTH specification No. 304 Excluding GST.

PCC 1:3:6 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing for 14 days. Excluding GST.

Brick work 1:3 Brick masonry work in 1:3 in super structre complete excluding pointing and plastering as per drawing and technical specification Excluding GST.

Pointing with cement mortar (1:3) on brick work in super structure as per technical specificatins. Excluding GST.

HYSD Bar Supplying, fitting and placing HYSD bar reinforecement in super-structure complete as per drawing and technical specifications Excluding GST.

PCC Grade M-20 Furnishing and placing reinforced cement concrete in substructure as per drawing and technical specifications No. 1500/1700 Excluding GST.

RCC Grade M-30 Case -1 using concrete mixer Provinding and laying cement concrete M-30 grade excluding reinforcement complete as per drawing and techincal specifications. Excluding GST.

PCC Grade M-30 (Wearing Coat) Provinding and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and techincal specifications No. 2702 Excluding GST.

Filter Media Providing and laying of filter media with granular materials / Brick bats to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications No. 710.1.4 of IRC 78 and 2200 Excluding GST.

Weep Holes Providing weep holes in brick masonry/plane/ reinforced concrete abutment wing wall/return wall with 100mm dia AC pipe extended through the full width of structure with slope of 1V:2H towards drawing face complete as per drawing technical specifications No. 2706 & 2200 Excluding GST.

ROAD SIGNAGE Rumble strip (two side) Providing and laying bituminous concrete with 100 TPH batch type hot mix plant Producing an average output of 30cum per hour using crushed aggregates of specified grading, premixed with bituminous binder Bitumen CRMB-55@ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the requied grade,level and aligment,rolling with smooth wheeled,vibratory and tanderm roller to achieve the desired compaction as per MoRTH specification clauses No. 509 complete in all respect. Grading-II (Ramble Strip) Excluding GST.

Thermoplastic Transverse Bar (Repeated) P/L hot appiled thermoplastic compound 5 mm thick, 300 wide and 600 mm gap including reflectorising glass @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC: 35 the finished surface to be level, uniform and free from streak and holes (Transverse Bar/Repeated Bar) Excluding GST.

Edge Line/Centre Line/Zebra Crossing/Rumble strip Providing and laying of hot appiled 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 streak and holes Excluding GST.

Supply, fixing & eraction of built up Cantilever Structure 6m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M.S. plate at bottom. The horizontal Truss shall comprise of 50mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 90 x 90M of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick lean Concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast. R.C.C. with and 1:2:4 cement coarse sand and 0 mm stone grit including supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67:2010 complete in all respect. The Rates shall include cost of design fabrication, supply, transportation, local shifting Erection of Signage structure using crane, inclusive of all taxes royality, VAT etc. all T&P machine. material and labour required for proper completion of work as per direction of Engineer-in-chagre. as per SI No. 6 Excluding GST.

Providing & fixing of Retro Reflective Signs with a corrosion resistant 4 mm thick aluminium composite panel face to be fully covered with micro prismatic sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35 x3. Excluding GST.

Supply and instalation of Delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips. fitted with 80x100 mm rectangular or 75 mm dia circular micro prismatic sheeting type-IV reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. Excluding GST.

TRAFFIC SIGNS - HAZARD MARKER (Left and Right) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of micro prismatic sheeting type-IV sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing Excluding GST.

Retro-Reflective Sign Board :- Providing and fixing retro-reflactive signboard made of high intensity prismatic Type-IV sheeting as per ASTM D 4956-09 pannel haiving approved massage including border etc. fully processed by using same Type-IV sheeting of 3M, Avery donnision or equilvalent make meeting the requirement of MORT & H Specification No. 801 and 802 of approved colour. Boards will be fixed (Revettless) with the help of VIIB tape of same make and grade as retro reflective sheet on back support frame of MS size 35x35x5 mm. or square pipe having same structural strength and also including making lap joints of ACP sheet with the help VHB tape in order to provide even surface of signage (like jointless). The composite warranty jointly signed by original manufacturer and authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflactive sheet and also comlete signage. Rates include design, fabrication, supply, transporation nad erection of the sighn board and also inclusive of all taxes, royalty, etc. all T&P/ Machine material and labour required for proper completion of work. Excluding GST.

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 5mm spaced 2 m centre-to-centre, 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 150 x 75 x 5 mm, 330 mm long complete as per Clause 810. Excluding GST.

RAMASHISH SINGH THEKEDAR