Widening and Strenthening of Bashi Etwa Belha Road (SH-159) Ch 47.000 to 77.825 in Distt Balrampur

Amount

Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer I/C within a lead of 30 m. S.I No. 251

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of table 300-2. for raising of Embankment.

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.

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. for raising of Embankment. (cartage 3km)

Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant of 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 in a compacted layer of 100mm functioning as drainage layer.

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.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00 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. 505 complete in all respects. (DBM Grade-1)

Providing and applying tack coat II (on existing bitumenos surface) with bitumen VG-10 using bitumen pressure distributor @0.20Kg/sqm on the prepared surface cleaned with mechanical broom.(Existing bitumenos surface)

Providing and laying dense graded bituminous macadam with 60-90 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregate of specified grading. premixed with bituminous binder @ 4.5 % by weight of total mix and fillar, 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 tendem rollers to achieve the desired compaction as per MORT&H specification clause 507 complete in all respect (DBM Grade-2)

Providing and applying tack coat-II with bitumen VG-10 using bitumen pressure distributor @0.20Kg/sqm on the prepared surface cleaned with mechanical broom.

Providing and laying bituminous concrete with 60-90 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

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 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Providing and laying of Hecto Meter Stone ( Mirzapur Stone ) of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone transpotation to site and all materials, labour T&P etc. required proper complete of work.

Providing and laying of KM Stone ( Mirzapur 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 to site and all materials, labour T&P etc. required proper complete of work

Providing and laying of 5Th KM Stone ( Mirzapur 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 to site and all materials, labour T&P etc. required proper complete of work

P/L of hot applied thermo plastic compound 2.5 mm thick including reflecto rising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass breads as per IRC 35.The finished surface to be level uniform & free from streaks and hole. in edges and center line.

Road Furniture- Reflective Caution Boards -Providing and erecting direction and place indentification retro reflectise signs as per IRC 67 made of high intensity grade sheeting fixed over aluminum sheeting 2 mm thick supported on a mild steel single angle iorn post 75X75X6 fixed to the ground complete as specfied .80mmx60mm Rectangular with difiniation plate 20cm x60 cm

Supply & fixing of reflactive delinator post made of 85x45x3mm dia squire pipe of 1200mm. long duly pinted with black strong point reflective tape with in 3 lairs of size 40x450mm on all four side arround the pipe. including all taxes.

Supply and errection of builtup cantilever structure comprising of one vertical post of 6 mtr height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & bottom for bearing of horizental frame comprising of 40 mm NB made hevy class main pipe as of 25 mm medium class NB pipe bracing as per approved design drwaing with one coat of steel primer and two coat sinthethic enamel paint complete the work includes construction of RCC foundation of size 0.75 X0.75 X 1.20 mtr. deep for builtup overhead structure including E/w in exvation 10 mm thick lean concreat in 1:4:8 & R.C.C. with 1:2:4 cement , Coarse sand , 20 mm stone grit . including supply grouting of 25mm dia foundation bolt (600 mm long) as provision for structure including cost of reinforcement and suttering etc. complete

Providing and Fixing of reflective signs with corrosion resistent 4 mm thick aluminium composit pannal as per IRC 67-2010 rectro reflective sheeting with M.S. angle frame 35 X 3 board etc.MORTH 801.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade 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 (Chevron Double 155x60 Cm

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade 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 (Hazard left / right) size 30cmx90cm

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade 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 (Stop ) sizc 90cm hight Octagon

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade 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 ( T junction)Size 60cm eqilateral triangle

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.

Supply and fixing of Pavement Maker (Cat Eye) type X - ASTMD-4956-04 Avery denision/3-M (USA make) consisting of ASA Plastic housing fitted with tightyly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light /C al taxes.

H.P Culvert/ RCC Culvert/ Box Culvert/ 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Plain cement concrete 1:3:6 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.

Brick Masonry Work in Cement Mortar in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(With Cement: Sand) - 1:3

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (for Slab)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORTH 1600 &2200 Sr No. 13.06

Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H toward drawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200)

M-10 in Foundation M-15 nominal mix in Foundation with crusd stone Aggrigate 40 mm Nominal size Mechenicaly mix ,Placed in foundation and Compactiing by Vibration including Curing for 14 days

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M 30 using batching plant & manual placing for Foundation

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M 30 using batching plant & manual placing for Slab

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M 30 using batching plant & manual placing for superstrcture

Plain cement concrete 1:4:8 nominal mix in foundation with crushed stone aggregate 40 mm brick ballast

Brick Masonry Work in Cement Mortar in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(With Cement: Sand) - 1:4

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications MORTH 2702 Sr No. 15.2

Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 and excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . - For 600 mm dia

Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 and excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . - For 1000 mm dia

R.C.C. Work with cement approved coarse sand and 20 mm gauge stone grit in proportion of 1:1.5:3 for slabs excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shutterring etc. and also including supply of all materials labour and T&P etc. required for proper completion of work. Binding wire cost being included in the item

Dismantling of existiong structure like culverts, bridges, retaining wall and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherver necessary, sorting the dismantled material, disposal of unserviceable material with all lifts and lead of 1000 meters

Sand Filling in FDN complete as per Drawing and Technical Specifications. MORTH 304 SR No. 12.03

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORTH 2503 Sr No. 16.01

Backfiiling of filter media with brickballast as filler material between roadcrust and abutment (Dismentaled Arch culvert bricks bats material used filler material in filter media)

Routine Maintenance of road after completion of work :- (A) Carriageway/ Pavement: (a) Potholes, cracks, other surface defects (SWMM & BC), (b) Repair of Edges, Rutting (BC) (B) Road, Embankment, Cutings, Shoulders, Trees & Plantation : (a) Road Maintained free of edge drop, inadequate cross fall, undulations, settlement, Ponding (E/W), (b) Deficent slopes, rain cuts in embankments (E/W), Vegetation growth, Loping of tree branches. (C) Bridges and Culverts: (a) De-Silting, (b) Clearing vegetation growth (Jungle Clearance), (c) Damaged/distrubed boulder pitching, breast/toe wall retaining wall, apron flooring, guide bunds (Boulder Apron), (d) Parapet, any damage to foundations, (e) Any defects in sub-strucures, (f) Any defects in superstructures, raillings, parapets. (g) Wearing coat, (h) Approach slab, (i) Painting & Lettering of No. plates, repair. (D) Repair of Roadside Drains: (a) Brick Work in 1:4, (b) Plaster, (c) CC- 1:2:4. (E) Road Furniture: (a) Cleaning, Painting & lettering of stones & sign boards, Replacement of damaged/ missing stone & sign boards. (b) 200 m Stones, (c) Km stones, (d) 5th km stones. Maintenance requriment as per above and Mentioned in Special Condition of Contract for Maintenance. Payment of Maintenance work as Percentage of final Civil Construction Cost :

a) For 1st Year @ 0.00%

b) For IInd Year @ 0.25%

c) For IIIrd Year @ 0.50%

d) For IVth Year @ 0.75%

e) For Vth Year @ 1.00%

M/s Chopra Traders (BID ID -5803280)

M/s Raj Laxmi Enterprises (BID ID -5800381)