Water Resources Department Tender

Earth work in excavation of foundation of structure 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 excavated surplus soil.Depth Above 6 m. BY MECHANICAL MEANS

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven)

Preparing, watering & ramming surface of laying concrete (horizontal).

Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects.

Plain/RCC in open foundation complete as per drawing and technical Specifications. PCC Grade M15

PCC M-15 Grade as leveling course below approach slab complete as per drawing and technical Specifications

RCC approach slab using M-30 grade concrete, including reinforcement and formwork complete as per drawing and technical Specifications

Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, Transit mixer and concrete pump

Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification. RCC grade M40 using batching plant, transit mixer and concrete pump

Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

Supplying, Fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications

Drainage spouts complete as per drawing no. SD/205 and Technical specification with 0.6 m long GI 100mm dia. drainage GI light grade pipe

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dust, oil, grease, efflorescence and applyinf paint @ of 1 litre for 2 sqm

Providing weep holes in Brick masonary/plain/reinforced concrete abutment wing wall/return wall with 100 mm dia PVC pipe, Extending through the full width of the structure with slope of IV:20H towards drawing and technical specification

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crate

Excavation of Soil using Hyraulic Excavator and hydraulicTractorTrolly I/Ccutting and loading inTrolly and transporting to the embankment locations with all lifts and leads of 3.20 KM

Loosening, leveling and compacting original ground upto a level of 500 mm below roadcrust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50 mtr complete as per Punjab PWD specifications

Granular Sub-Base Construction of granular sub-base by providing material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications

Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber,applying and brooming requisite typ eof binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

Providing, laying, spreading and compacting stone aggregates of Grading II towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper gradeand camber, applying and brooming requisite typeof binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density completeas per technical specifications

Surface Dressing Providing and laying surface dressing in single coatusing crushed stone aggregates of specified size on a layer of bituminous binder VG-10@1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rateof 0.40kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

Providing, laying and compaction of open-graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30@1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications

Providing and laying of premix sand seal coat premixed in Continuous type hotmix plant using specified fine aggregates and penetration grade bitumen VG-30@0.68kg per sqm, laid to the specified levels, grade and cross fall completeas per technical clause 511 of MORT&H specifications

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting

Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather ability the top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer in charge. The marker shall incorporate a solar panel (Comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and design for providing 360 degree smooth illumination. The Solar stud shall beround in shape for providing illumination in all directions. The solar stud shall beround inshape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity inpassive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufactrer separately. The solar cateye shall be of height 65+-2mm & Maximum Diameter: 136+-4mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support load fo 13635 Kg tested in accordance with ASTMD 4280.

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTMD 495609 and IRC67 2012, fixed over 4mm thick Aluminium Composite Material (ACM)sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @200 mm c/c to back support frame of 25x25x3 mm angle iron supported on a square hollow steel section post 60x60x3.2 mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60 m for vertical post complete as per clause 801 of MORT&H specifications

"W" Type Metal Beam Crash Barrier Single Sided Providing&erecting "W" typemetal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above roadorgroundlevel fixedonchannelverticalpost 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr belowroador ground level, all steel parts and fitments to begal vanized by hot dipprocess, all fittings to conform to IS:1367& IS:1364,metalbeamrail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015.

Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Hire Charges of machinery:- Hydraulic Excavator of 1 cum bucket

Making bore and installation of pumping set for dewatering arrangements complete in all respects

Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements compete in all respects

Filling expansion joints with bituminous material fo size approx 375 mm deep, 20 mm wide