Strengthening and Widening of MDR from Somnath Junction to Kachigam Char Rasta (Ch. 00/000 to 03/342) at Nani Daman. (E-23503)

Amount

Civil work

PART I : MEASUREMENT FOR ROAD WORKS PART I : ROAD WORKS, ROAD FURNITURE, RETAINING WALL & STONE MASONRY WALL Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and Somnath Junction to Kachigam Char Rasta

Cutting of trees including cutting of trunks, branches and removal of stumps including stacking of serviceable material within a lead of 100 meters and earth filling in the depression/Pit as per Technical clause 201 (a) Girth 300 mm to 600 mm

Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and lead and stacking the serviceable and unserviceable material separately) RA Attached Shifting of Lighting Poles

Shifting of Electric Pole

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. Existing Drain

Dismantling of flexible pavements and disposal of dismantled materials all lead and lift, stacking serviceable and unserviceable materials separately. Existing Bituminous Course

Dismantling of flexible pavements and disposal of dismantled materials all lead and lift,, stacking serviceable and unserviceable materials separately. Existing Granular Course

Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed from the end of the cutting with all required lead and lift. (A) All types of Soil

Earth work in embankment including breaking clods,dressing with rolling, watering, diversion if any and consolidation of subgrade in layers at OMC to required dry density incl. filing the depression which occur during the process of power roller of 8 to10 T brought from outside with all lead and lift etc.complete as directed by engineer in charge.

Construction of Subgrade (Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) - For Subgrade Material

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 ) - Grading II 1st & 2nd Layer

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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. WMM 1st Layer & 2nd Layer

Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg / 10 Sqm including cost asphalt, heating and the cost of spraying uniformly complete as directed

Providing and Laying compacted 50mm thick dense graded bituminious macadam (DBM) Grade-2 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 Kg / 10 m2 in each using crushed aggregates of specified grading premixed with bituminious content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for Approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the ite instead of density derieved in the mix design. (Assume density = 2.45 gms / cm3)

Providing and Laying Bituminious Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4% 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

PART II : MEASUREMENT FOR DRAINAGE Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 200meters from the end of the cutting with all required lead and lift.

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specifications (A) PCC Grade M15:- (p) Height upto 5m

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump. RCC for Raft

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump. RCC for Wall

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump. RCC top slab

Providing and fixing in position high yield strength deformed bars Fe 500 D for R.C.C. walls as per detailed drawing, including cutting, bending hooking tying and welding complete and including forming the cage and lowering it in position.

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

Providing and fixing cast iron gratings of size 500mm x 150mm x 22.5mm and painting with two coats of Anti-corrosive paint etc. complete.

Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M200 pnumatic compressed by mechanically pressed and as per approved design including 75mm Sand layer for levelling and filling the joint with sand in proper line and level etc complete.

Providing and Laying 250 mm thick [in two equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge.

PART III : MEASUREMENT FOR ROAD FURNITURE 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 & finished surface to be level, uniform and free from streaks and holes.

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)-Hi intensity Grade (i) 90 cm equilateral triangle

60 cm circular

80 x 60 cm Rectangular

90 cm high octagon

BOLLARD/HM

150 x 90 cm Advance Direction

120 x 120 cm Advance Direction

FLAG TYPE AD

Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

Cement Concrete Kerb with Channel Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) - Using Concrete Batching and Mixing Plant

Kerb Painting Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Precast Stone Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) 5th kilometre stone (precast)

Ordinary Kilometer stone (Precast)

Hectometer stone (Precast)

PART IV : Structure Quantity 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 and backfilling with approved material etc. and as per relevant clauses of section 300 & 2100 in

Providing Back filling behind abutment, wing wall and return wall with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and as per relevant clauses of section 2500.

Provdiing and laying Plain cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. (a) P.C.C. M-15 grade in leveling course

Providing and laying Reinforced cement concrete in sub-structure of complete section as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in RCC M - 30 grade in foundation

Providing and laying Reinforced cement concrete in sub-structure of complete section as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 in

Supplying, fitting and placing un-coated HYSD bar (Fe 500 D) reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

Supplying, fitting and placing HYSD bar (Fe 500 D) reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600.

Provdiing and laying Plain cement concrete in Protection works including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .

Providing and laying Reinforced cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in (a) RCC M - 30 Deck

Providing and laying Reinforced cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in M- 30 Grade (a) Approach Slab

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per relevant clauses of section 1600 of specifications.

Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.

Reinforced cement concrete Crash Barrier (M-40 Grade) complete as per drawing and Technical Specification Sections 1500, 1600, 1700, 2700 and 809 and Clause 2703

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

Retaining Wall 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 and backfilling with approved material. (ii) Depth 3 m to 6 m

Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specifications (A) PCC Grade M15:- (p) Height upto 5m

Plain/Reinforced cement concrete in foundation/Deck Slab/Approach Slab complete as per drawing and technical specifications RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump

Providing and fixing in position high yield strength deformed for R.C.C. bored piles as per detailed drawing, including cutting, bending hooking tying and welding complete and including forming the cage and lowering it in position.

Reinforced cement concrete in Crash Barrier complete as per drawing and technical specifications RCC Grade M40 With Batching Plant, Transit Mixer and Concrete Pump

Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500.

Providing and laying stone pitching in slopes complete as per drawing and Technical Specifications Section 2500.

Providing, cutting, bending and fixing in position of TMT bar reinforcement of grade Fe 500 in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600

Providing Rigid Apron ambeded in 300mm thick stone with M 15 Grade Concrete complete as per Drawings and Technical Specifications Clause.

Providing and laying M15 grade Plain Cement Concrete with 20mm down graded crushed stone aggregate for Curtain Wall at upstream and downstream of structures including all labour, materials, machinery, transporting of concrete from batching plant by transit mixer, placing it in position, compacting with needle vibrator, moist curing, all leads and lifts, etc. complete as per drawing, Technical Specification Section 1500,1700 and as directed by the Engineer

Providing and laying flexible apron in the upstream and downstream of structure for protection against scour with stone boulders weighing not less than 40 kg each including all labour , materials, machinery, all leads and lifts, compacting to the satisfaction of the Engineer etc. complete as per drawing, Technical Specification Section 2500 and as directed by the Engineer .

Painting of Bridge No. and span arrangement on bridge ends including all labour, materials, all leads and lifts etc. complete as per drawing, Technical Specifications Section 800 and as directed by the Engineer.

MARUTI CONSTRUCTION CO

RKC INFRABUILT PVT LTD