Construction RUB at L 73 ON UCHANA TO RUKHANPUR ROAD (ROAD ID-7460) UNDERPASS IN KARNAL Distt.

Amount

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 MORT&H clause 3

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 / Retaining wall complete as per Drawing and Technical Specifications. Ref. to Technical specification 1600

Providing, laying, joinitng complete Structural Steel in Superstructure as per drg. And MORT&H specifications

Providing, transporting, 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 FOB and stairs complete with all modular accessories as per drawings and specifications. The material, colour, specification and the supplier will have to be got approved by the engineer before placing order. The supporting frame will be paid seperately. The laying and connection of sheets will have to be executed under strict supervision of the experts of the manufacturer/suppliers.

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.25 kg per sqm on the prepared surface cleaned with mechanical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification (NS)

Provinding and laying stone matrix asphalt (SMA) 50mm thick using stablizing addatives @3% by weight of mix, hydrented lime @105 using stone aggregate 20mm, 10mm with drum / batch mix plant as per standard job mix formula including additional aggregate of size 1 to 3 mm applied over the hot surface @ 1 to 2 kg per Sqm. immediately after compacting and density 2.269 gm/CC and bitumen grade CRMB-55 @ 5.8% by weight as per clause No. 2702.1 type 3 of MORTSH Specification - 2013

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 .

Providing and laying mozaic tiles on inside face of LHS to form a pattern as per approved design and colours as per instructions and satisfaction of Engineer-in-Charge

Snowcem two coats after filling the surface with synthetic enamel paint in all shades and pattern on new concrete on exposed surfaces of super structure, sub structure and Retaining walls of RUB as per drawing and directions of Engineer

Painting two coats after filling the surface with synthetic enamel paint in all shades and pattern on new concrete on exposed surfaces of super structure, sub structure and Retaining walls of ROB as per drawing and directions of Engineer

Providing and laying M-30 grade Reinforced Cement Concrete in Open Foundation in Retaining wall complete as per Drawing and Technical Specifications.Ref. to Technical specification 1500, 1700 & 2100 .

Providing and laying M30 cement concrete wearing Course laid to required level and slope after cleaning the surface, all complete as per Technical Specifications in Underpass portion

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. (make KIRLOSKAR)

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.(make KIRLOSKAR)

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.

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 & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflector zing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3). Note: - Before start of work the contractor shall give brand, batch number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use.

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 circular

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 Note :- All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual scarifying and if material after scarifying is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price Note:- In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR. the unit and nomenclature given in HSR Shall be applicable. ii) In case of any difference in the unit of any Non- schedule items depicted in this DNIT and the Conventional unit of that N.S Item as per practice in this department the conventional unit as per practice shall be applicable.

NARENDER MALIK

GODARA CONSTRUCTION COMPANY

M/S. HARI SINGH & CO.