Construction of RUB on Delhi-Ambala Railway Section Level Crossing No. LC 49-C Location at KM 82/5-5 Near Diwana, Railway Station crossing Sewah Dahar road in Panipat Distt. (Re-invited)

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specifications. (HSR 17.2.1)

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 as per clause 304 of MORT&H specifications (HSR 15.1.2.2)

PlainlReinforced cement concrete in sub-structure complete as per drawing and & MORT&H Specifications 1500,1700 and 2200. PCC Grade M15 (with concrete Mixer) Height up to 5m. (HSR 27.5)

PlainlReinforced cement concrete in sub-structure complete as per drawing and & MORT&H Specifications 1500,1700 and 2200.RCC Grade M35 (Height up to 5m) Using concrete Mixer. (HSR 27.12.1.1)

5.a) Centering and shuttering including strutting, propping etc. and removal of form work Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. (HSR 6.29.2)

5.b) Centering and shuttering for Foundations, footings, bases for columns (HSR 6.29.1)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. (HSR 27.13)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)

Providing, trasnporting, cutting, laying and connecting Polycarbonate multi-cell panal system minimum 8mm thick with polished texture and UV protection on both side confirming to IS 14443 over ramp portion complete with all modular accessories as per drawings and specifications. The material, color, specification and the supplier will have to be got approved by the engineer before placing order.The supporting frame will be paid separately as per item no 35. The laying and connection of sheets will have to be executed under strict supervision of the experts of the manufacturer/suppliers.

Providing and laying 50 mm - 65 mm 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 VG -30 @ 5.2% 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 complete in all respects as per technical clause 507 of MORT&H specifications as per MORTH specification. (HSR 17.31.1)

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. (HSR 34.31)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Ref. to Technical specification 803. (HSR 34.49)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of Technical specifications 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 Specification.Ref. to 710.1.4 of IRC :78 Technical specification 2200. (HSR 27.17)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications.Ref. to Technical specification2706 & 2200 . (HSR 27.15)

Providing marking centre line/side line with hot applied thermo plastic road marking paint 10 cm wide / 15cm wide complete in all respect such as furnishing all labour /materials /tools equipment including all incidental cost necessary for carring out in work at site confirming to the technical specification as clause no 803.4 of MoRTH specification for road and bridge works (5th revision ) of 2013/ latest edition] (HSR 34.26)

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 as per MORTH Spec.804. (HSR 34.33)

Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement (HSR 34.37)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide Technical Specifications clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel/GI Post sections firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per direction of Engineer. a) 60 cm equilateral triangle (HSR 34.5.1)

b) 60 cm circular (HSR 34.7.1)

c) 60 cm x 80 cm rectangular (HSR 34.8.1)

Supplying, erection, testing and commissioning of Submersible motor pumping set non clog for sewerage having head 25.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP Make: KSB, CRI, Kirtosker, Crompton Greeve, Lubi). (HSR 21.109.29)

Providing and laying of 6.0 mm2 submersible float cable 3 core ISI mark complete in all respect. (HSR 24.5.1.4)

Providing and laying of 1.5 mm2 submersible float cable 3 core ISI mark complete in all respect. (HSR 24.5.1.1)

Providing and fixing of 20 HP submersible control panel 3 contractor, volt meter, Amp. Meter, MCV, rotary switch, indicator, overload relay timer fully automotive level indicator complete in all respect. (HSR 20.114.3)

Design, manufacture, testing, supply, installation and commissioning of 100 KVA, 415V, 50 c/s at 0.8 PF DG set of approved make , mounted on common base frame with AMF panel, cabling, earthing with change over switch, battery including supply of battery charger with accessories and as per requirement. (HSR 20.89.6)

Providing 150 mm dia PVC service pipe of approved quality as per directions of the Engineer. (B0242)

Providing and fixing sodium vapour lamp assemblies including all the accessiories, cabling inside the box and fixed firmly complete as per directions of Engineer

Providing and laying 300mm dia heavy duty UPVC pipes including for drainage of RUB all complete as per direction of Engineer

Providing and laying 150mm dia heavy duty UPVC pipes including for drainage of RUB all complete as per direction of Engineer

Providing and fixing manhole covers in sump room with all accessiories complete as per direction of Engineer

Providing and laying rain water harvesting system including earth work, C.C. works, DPC, brick work, plaster, cement rendering, steel, providing and laying of filter media (in four layers) drilling 300 mm dia bore with DTH / collax rig upto GWT of that area), Supply & lowering of 216 mm o/d ERW steel (200 mm i/d pipe), supply and lowering 166 mm o/d ERW slotted steel pipe as per IS : 4270 : 1992 & as per site requirement, supply & plowing graded MS clamp, SFRC manhole cover, plastic steps and all other works as per drawing attached & as per satisfaction of Engineer -in –Charge.

Height Gauge A) Structural Steel work using hollow steel section of ISMB 500 including cutting, fabricating, welding ,transporting to the site, erecting and palcing in position, preparation of surface, epoxy painting complete as per Technical Specification section 1900. (HSR 13.27)

Providing and laying Reinforced Cement Concrete Grade M35 in Foundation for height gauge including shuttering, centering, scaffolding complete as per Drawing and Technical Specification (HSR 27.12.1.1)

TEJWANT RAI GOVT CONTRACTOR