CONSTRUCTION OF ROAD WORK FROM RAILWAY STATION TO RAILWAY OVERHEAD BRIDGE VIA MAIN POST OFFICE IN SAHARANPUR CITY UNDER SMART CITY

Amount

Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by mechanical means

Dismantling of Kerb Stone Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Dismantling of Granular Courses and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Disposal of dismantling material and excavated extra earth lead upto 7 km. with unloading (S.I. No. 235(b)

Class-150 Brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour, curing and T&P etc. required for proper completion of the work.

12mm thick plaster with cement and coarse sand mortar in 1:3 over brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour and T&P etc. required for proper completion of the work.

Compacting Original Ground supporting embankment (Case-II) Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

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 (Grading - V/Material) (Reused Material)

Stacking of coal, surkhi, sand, lime, stone grit, stone/brick ballast & boulders etc. to the required sizes to stacks after necessary dressing of site where such materials are to be stacked. (S.I. No. 237(b)

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 (Grading - V/Material)

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 SS-1 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.

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness all as speciafied in clause 517.

Dense Graded Bituminous Macadam Grading -I 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.

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Bituminous Concrete (Grading -II) 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

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC-M25)

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

Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. (S.I. No. 255)

Supply, installation, testing and commissioning of Injection Moulded Plastic cable Duct /Trays / channel - Length per pc/per mtr-1000 mm (appx), W idth (Internal / External)-240 mm/340 mm, Height (Internal/External)-155mm/230mm, Tolerance +/- 1%, Minimum W eight – Top & Bottom –8.0 Kg, Material- Polyolefin– Engineering Plastic, Fire Protection Class K 1 in accordance with DIN 53438 part-2, Breaking Load->12 KN at room Temperature with one separator and other necessary technical parameters to carry Electrical cables as required complete with all accessories. the manufacturer of injection moulded cable tray must have manufacturing and supplying experience of minimum 3 years

Providing, laying and fixing of 1000mm dia N.P. 3 Hume pipe.

Providing, laying and fixing of 350 mm dia N.P. 3 Hume pipe.

Supply & laying of 100mm thick Precast cement concerete I-Shape' Interlocking paver blocks (Coloured) ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpa and weight 5 kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work.

Provinding and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 5 mm is exclusive applied glass beads as per IRC 35 The Finished surface to level , uniform and free from streak and holes (For Repeated Bar/Bar Marking)

Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Supply, fixing and hoisting of 6.00-7.00 m. span Cantilever Structure in position with one vertical post of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of the work.

Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm.

Direction and place identification signs up to 0.90 sqm Size Board Providing and erecting direction and place identification retro-reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67-2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E-In- Charge. (Direction & Place identification Signs)

Reflective Raised Pavement (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitirite) of HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable matrerial approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq. cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be imediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contrator who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.

Solar Power road marker (Solar studs) The solar studs shall be made of Aluminium alloy and poly carbonate materials which shall be absolutely weather resistant and strong enough to suppor a load of 13.635 kg tested in accordance with ASTM D4280 its colour may be white red, yellow green or blue or combination as directed by the Engineer its water resistance shall meet the requirements of IP 65 in accordance with IS " 12063 1987 category 2 for protection against water ingress. The dmensions of solar studs shall not be less than 100 mm x 100mm x 10mm. It shall have super bright LEDs so as to provide long visibly from a distance of more than 800m. its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of 400C to 550C. Its life shall be not less than 3 years. The rate shall include all materials, labour, equipments, fabrication. transportation, erection installationand incidentals all complete as per direction of the Engineer-in-Charge.

M/S S S CONTRACTOR