Construction work of 3 x 18.75 m span RCC minor bridge on Jhinne drain at Km-9 of Hariharganj Laliya Bankatwa road (ODR) in Distt Balrampur

Providing and constructing one span service road to reach island location from one pier location to another pier location for span length 30 m, width of service road 10m and depth of water 1m including cost of material, all labour, T&P etc required for proper completion of the work as per E./I. and also GST and cess (Morth Specification 1200, Data Book Sl. No. 12.9C)

Providing and Constructing Temporary Island 11.0 m diameter and 1.80m height for Construction of Well Foundation for 5.50 m dia. Well including placing of cutting age under water portion providing 40 cm. above platform from water lavel and its protection by suitable mean and also making plateform for Machinaries including etc. reqd for proper completion of the work. and also including all type of taxes but excluding GST and Labour cess as per specification 12.9B (Morth Specification 1200, Data Book Sl. No. 12.9)

Providing and Laying Cutting Edge of Mild Steel for Well Foundation complete as per Drawing and Technical Specification and including cost of material, all labour, T&P etc required for proper completion of the work as per E./I. and excluding GST and cess (MoRTH Specification No. 1200 &1900 Data Book Sl. 12.10 )

Reinforced Cement Concrete, in Well curb of M30 Grade complete as per Drawing and Technical Specification. including cost of grit, coarse sand from butwal quarry, all labour, T&P etc reqd. for proper completion of the work..excluding GST and Cess (MORTH Specification 1200, 1500 & 1700 Data Book Sl. No. 12.11A (iii))

Reinforced Cement Concrete, in Well steining of M30 Grade complete as per Drawing and Technical Specification. including cost grit and coarse sand from Dala quarry including all labour, T&P etc reqd. for proper completion of the work, and also Excluding GST and cess (12.11B (vii))

Sinking of 5.50 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 20.00 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work including all taxes but excluding GST and and cess (MORTH Specification Section 1200, Data Book Sl. No.12.12A MORTH Section 1200)

Beyond 3.00 to 10.00 mtr

Beyond 10.00 to 20.00 mtr

Plain Cement Concrete, in Bottom Plug OPC Grade M25 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess as per Drawing and Technical Specification.(12.11C (ii))

Plain Cement Concrete, in Intermediate Plug OPC Grade M25 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specification. (12.11D (i))

Sand Filling in Wells complete including cost Sand from approved quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess as per Drawing and Technical Specifications. (MORTH SPECIFICATION 1207, Sl. No. 12.21

Reinforced cement concrete (with OPC 43 grade) in Grade M30 in abutment and pier well caps including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding G.S.T. and cess complete as per drawing and Technical Specifications (12.10F(iii))

Supplying, fitting and placing of uncoated HYSD Bar reinforcement in foundation (Well Curb, Well Steining and Well Cap) completer as per drawing and technical specfications (Sr. No. 12.40 MoRTH Specifications 1600)

Reinforced cement concrete (with OPC 43 grade) in sub-strucrue of Grade M30 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications (13.5 (g) MORTH SPEC 1500,1700,2200)

Supplying, fitting and placing HYSD bar (TATA/SAIL Make) reinforcement in sub-structure including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications (Data Book Sl. 13.6, MoRTH Specs 1600,2200)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Furnishing and Placing Reinforced cement concrete (with OPC 43 grade) in slab /Kerb of RCC Grade M35 including cost of grit, Sand from Kabrai Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per drawing No. B.D./1.78 August 1978 by MOST and Technical Specification (DATA BOOK SL. NO. 14.1C MORTH Refrence No. 1500, 1600 & 1700)

Supplying, Fitting and Placing un-coated HYSD bar (TATA/SAIL Make) Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes but excluding GT and cess complete as per Drawing and Technical Specifications. (Data Book Sl. No. 14.2 MoRTH Specs.1600)

Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications

Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Drainage Spouts complete as per drawing and Technical specification

Reinforced cement concrete approach slab M 30 including reinforcement and formwork complete as per drawing and Technical specification (Slab shall be reinforced witth one rectangular mesh of 12mm dia laid at spacing of 150mmx150mm at top and 1 mesh of 12mm dia. laid at 150x150mm on bottom separed with steel chairs of 12mm dia laid at 1.20mx120m )

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

laying of 4" dia P.V.C. cost of boring, Including of dewatering cost Providing Set, Hire Charges of P.V.C. pipe & pumping K.V. Delsal of 7.50 charges Pipe, Hire water as required distance also disposal of pipe for plastic 4" dia cost of hire charges of operation with during leakage repairing of wages including of pumping set. unloading and loading including tractor

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.

Providing and laying Filter material GSB underneath 15cm Thick below pitching in slopes complete as per drawing and Technical specification

Providing and laying Boulder Pitching 30cm thick 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

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

Construction of K.C. Drain with 1:2:4 C.C. Including 100 mm thick base concrete of 1:4:8 cement fine sand & 40 mm nominal size O.D.B. and also including earth work in excavation in proper slope & Camber including all labour, T&P etc. required for proper completion of work.

Construction of Chute Drain (0.30m x 0.45m)

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.

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 front end loader 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 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 grader 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 SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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.

Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 507 complete in all respects

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

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.

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 a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 (Hazard Marker)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Place Identification)