Road safety improvement by signage and pavement marking on MDR-3 (MBSD) Dharmawala Chowk in Distt. Dehradun under C.R.F.

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, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)Manual Means (Depth upto 3 m) Including cost of all material, labour and T&P etc. complete. S.O.R.No. 3-13-1-A MORTH

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)Mechanical Means (Depth upto 3 m) Including cost of all material, labour and T&P etc. complete. S.O.R.No.3-13-1-B MORTH.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Including cost of all material, labour and T&P etc. complete. S.O.R.No. 9-1 MORTH.

Providing concrete for plain/ reinforced concrete in Substructure complete as per drawings and technical specifications Using concrete mixer (R.C.C. grade M 20) Including cost of all material, labour and T&P etc. complete. S.O.R.No.13-5-E-P-1 MORTH.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications Including cost of all material, labour and T&P etc. complete. S.O.R.No.13-6 MORTH.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) Including cost of all material, labour and T&P etc. complete. S.O.R.No.12-4-3-3 MORD.

Fillling in foundation trenches as per drawing and technical Specification Clause 305.3.9 (Earth filling (For marshy soil) Including cost of all material, labour and T&P etc. complete. S.O.R.No.11-2-2 MORD.

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Including cost of all material, labour and T&P etc. complete. S.O.R.No.3-7 MORTH.

Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material Including cost of all material, labour and T&P etc. complete. S.O.R.No.4-1-A-1 MORTH.

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Mechanical Means: Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.) Including cost of all material, labour and T&P etc. complete. S.O.R.No.4-9-B-2-C MORTH.

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Mechanical Means: Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.) Including cost of all material, labour and T&P etc. complete. S.O.R.No 4-9-B-3-B MORTH.

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) Including cost of all material, labour and T&P etc. complete. S.O.R.No 5-1 MORTH.

Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including cost of all material, labour and T&P etc. complete. S.O.R.No 5-2 MORTH.

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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.) for GradingII(19 mm nominal size) Including cost of all material, labour and T&P etc. complete. S.O.R.No 5-6-2 MORTH.

Bituminous Concrete (Providing and laying 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 @ 5.4 to 5.6 % 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. 509 complete in all respects) for Grading-I ( 13 mm nominal size ) Including cost of all material, labour and T&P etc. complete. S.O.R.No 5-8-1 MORTH.

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) Including cost of all material, labour and T&P etc. complete. S.O.R.No 8-23-A MORTH.

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 .The finished surface to be level, uniform and free from streaks and holes.) Including cost of all material, labour and T&P etc. complete. S.O.R.No 8-13 MORTH.

Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 Including cost of all material, labour and T&P etc. complete. S.O.R.No 6-7-2 MORD.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 30 Including cost of all material, labour and T&P etc. complete. S.O.R.No 14-1-C-1-1-P MORTH.

Road Studs / Cat Eye: Providing and fixing Bi-directional Road Studs (Cat Eye) / Reflective Pavement Marker (RPM) with single body twin shank and plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or ABS (Acrylonitrile Butadiene Styrene) or any other suitable material approved by Engineer in charge (Marker must support a load of 13635 kg tested in accordance with ASTM D 4280 and Reflective lenses conforming to ASTM D 788 or equivalent) bonded or anchored within the road surface for lane marking and delineation for night time visibility as per Clause No. 1707 of MORD and 804 of MORTH specifications. The RPM must have reflective panels with micro prismatic lens where area of each retro reflective surface shall not be less than Including cost of all material, labour and T&P etc. complete. S.O.R.No 5-2 MISSLINIOUS.

Solar Road Studs: Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications Including cost of all material, labour and T&P etc. complete. S.O.R.No 5-3 MISSLINIOUS.

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Including cost of all material, labour and T&P etc. complete.

90 cm equilateral triangle S.O.R.No 8-4-1 MORTH

60 cm equilateral triangle S.O.R.No 8-4-2 MORTH

90 cm high octagon S.O.R.No 8-4-7 MORTH

80 mm x 60 mm rectangular S.O.R.No 8-4-4 MORTH

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing).Including cost of all material, labour and T&P etc. complete. S.O.R.No 8-5 MORTH.

Providing & Fixing retro reflective sinage of 8.0mx1.20m on both side made of H.I.P grade XI fixed on 2 mm thick alumunium sheet with 40x40x4 mm M.S. angle iron frame as per IRC-67 overhead gantry structure of 8 Mtr span comprising of two vertical posts of 6.00 m hight made up to of 300 mm N.B. medium class M.S. pipe as vertical member welded eith 10 mm MS plate of size 750x750mm on top & bottom for bearing of horizontal frame comprising . Main members of 40mm N.B medium class M.S pipe & 32 mm N.B.medium class M.S pipe bracings as per approvaed design &drawing with one cote of steel primer and two cots of synthetic enamal paint complete . The work includes construction of RCC Foundation of size 900 x900 mm in bottom and top 750 x 7750 mm & 1800 mm deep for built up gantry structure including earth work in excavation , 100 mm thick lean oncrete in with RCC1:4:8 supply and grouting of 25 mm dia foundation bolts as per provition of structure including coet of reinforcement & shuttring labour & all material as per deriction of Enginer in charge. Including cost of all material, labour and T&P etc. complete. Rate as per Sanction rate.

Supply,Installation, Testing & Commissioning of LED based Solar Traffic Signal (4-way) Incl All material T&P required for proper completion of work. Including cost of all material, labour and T&P etc. complete. Rate as per Sanction rate.

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )Up to 10 cm in width Including cost of all material, labour and T&P etc. complete. S.O.R.No 8-11-2 MORTH.

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications Cement mortar1:4 (1cement :4 sand) Including cost of all material, labour and T&P etc. complete.S.O.R.No 12-6-C MORTH.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications Including cost of all material, labour and T&P etc. complete.S.O.R.No 13-3 MORTH.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification Using Concrete Mixer (R.C.C. grade M 25) Including cost of all material, labour and T&P etc. complete.S.O.R.No 14-1-B-1-1-P MORTH.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Including cost of all material, labour and T&P etc. complete.S.O.R.No 14-2 MORTH.

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) Including cost of all material, labour and T&P etc. complete.S.O.R.No 1-5 MORTH.

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 foce. Complete as per drawing and Technical specifications Including cost of all material, labour and T&P etc. complete.S.O.R.No 13-8 MORTH.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Including cost of all material, labour and T&P etc. complete.S.O.R.No 14-4 MORTH.

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)GI wire 8 gauge BWG Including cost of all material, labour and T&P etc. complete.S.O.R.No 1-7-2 MORTH.

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Including cost of all material, labour and T&P etc. complete

Cement concrete.S.O.R.No 2-4-1-1-C MORTH.

Dismantling Stone Masonry Rubble stone masonry cement mortarS.O.R.No 2-4-2-B MORTH.

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