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

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes 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 Tehnical Specifications Clause 201.

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 for all leads and lifts, dressing of sides and bottom and backfilling with approved material.Ref. to Technical specification 301.2

Providing and Laying plain cement concrete of grade M-15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days..Ref. to Technical specification 2100.

Providing and Laying M-35 grade Plain/Reinforced Cement Concrete in U Type complete as per Drawing and Technical Specifications.Ref. to Technical specification 1500,1700 & 2100.

Supplying, Fitting and Placing un-coated Fe 500 D HYSD/TMT bar Reinforcement in U-Type complete as per Drawing and Technical Specifications. Ref. to Technical specification 1600 .

Structural Steel work using hollow steel section of Grade YST 310 conforming to IS 4923 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.

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 50mm thick compacted Bituminous Concrete in one layer with 80 -100 TPH batch type hot mix plant with bituminous binder CRMB 55 grade @ 5.2% minimum by weight of total mix and filler and transporting the hot mix to work site and laying with hydrostatic paver finisher with sensor control to the reqd. grade , level and alignment, rolling with smooth wheeled, vibratory and pneumatic type roller of 12-15 ton weight with a type pressure of atleast 0.56MPa and tandem roller to acheive the desired compaction as per MORT&H specifications of 2013 clause no. 507 complete in all respect.

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement @ 28 Kg / Rmt & 0.3 cum of concrete per Rmt 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 III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.Ref. to Technical specification 809,1500,1600,1700 & 2200.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesRef. to Technical specification 803 .

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 2500.

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.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface as per Technical specifications section 803

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

Supplyingand installation of delineators (road way indicators, Hazard Markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x100 mm rectangular or 75 mmdia circular refectorised panels at the top, buried or pressed into the ground and conforming to IRC- 79 and the drawings.

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.

60 cm equilateral triangle

60 cm circular

60 cm x 80 cm rectangular

Design, manufacturer, testing, supply & installation of 20 HP submersible storm water pump motor arrangement with delivery out of size 6” having a capacity of 150 m3 / hr at 22 M head with complete arrangement ISI mark .

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

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

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.

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.

Providing 150 mm dia PVC service pipe of approved quality as per directions of the Engineer. (HSR 13.89 (b))

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 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.

Providing and laying Reinforced Cement Concrete Grade M35 in Foundation for height gauge including shuttering, centering, scaffolding complete as per Drawing and Technical Specification clause 1500, 1700 & 2100.

TEJWANT RAI GOVT CONTRACTOR