Widening and strengthening of the Asut Mirzapur Mahul Belavai Road (MDR 158E) km 40 to 51 (total length 11.500 km) to connect the block Pawai 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 in tippers, trimming bottom and side slopes in accordance with requirements of lines, grade and cross sections, and transporting to the embankment loction within all lifst and lead up to 1000M. as per MO RTH 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 compacting 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 material obtained from borrowpits with all lifts and leads, transporting to site , spreading grading to required slope and compacting to meet requirement of table 300-2 from 1.00 Km. distance (Excluding GST)

G.S.B. 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, complete. (Excluding GST)

Cement Treated Sub base (CTSB) Providing laying and spreading material on a prepared sub base, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavater and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (Excluding GST)

EMULSION TREATED AGGREGATE WITH STABLISED WMM (1% OPC Cement with 3.5% Emulsion) Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC and 1% OPC cement and 3.50% 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 1st Layer Providing and applying Tack Coat 1st Layer with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned by mechanical broom. (Excluding GST)

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder (VG-30) @ 5.40 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 MoRT&H specifications Clause 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 R.C.C. U Type drain. Earth work in excavation 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 Grade M-15 Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing for 14 days. foundation technical specification no. 1500, 1700 & 2100 (Excluding GST)

RCC Grade M20 Furnishing and placing reinforced cement concrete in superstructure as per drawing and technical specifications No 1500, 1600, 1700 (Excluding GST)

HYSD Bar Supplying, fitting and placing HYSD bar reinforecement in super-structure complete as per drawing and technical specifications No. 1600 (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-II, premixed with bituminous binder Bitumen VG-30 @ 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 (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 stripe 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, etc. all T&P machine. material and labour required for proper completion of work As per road safety non sehdule items No.-6, SE Lucknow Circule, PWD, Lucknow (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 delinetors (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 cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing . (Excluding GST)

ganga sagar singh

M/s Ashok Kumar Singh Contractor

M/S CHANDRAWATI CONSTRUCTION PVT LTD

M/s Rajendra Prasad Srivastav

M/s. PRAKASH CONSTRUCTION

M/s Nav Bharat Trading Company