Upgradation and Widening (C.C Road) of four Private Industrial Estate Roads in Dadra and Nagar Haveli (Length equal 1.197 Km) (5th Call)

Amount

Clearing & Grubbing Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) - By Mechanical Means In area of light jungle.

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 leads and stacking the serviceable and unserviceable material separately.

Dismantling of Flexible Pavement Dismantling of flexible pavements and disposal of dismantled materials up to all leads and lifts, stacking serviceable and unserviceable materials separately)

Excavation for Road Work 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. (A) All types of Soil

Construction of Subgrade Construction of sub-grade 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. Subgrade CBR ≥ 8

Construction of Subgrade Construction of sub-grade 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. Subgrade CBR ≥ 8

Granular Sub-Base 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.

Dry Lean Concrete Construction of dry lean cement concrete Base over a prepared Sub-Base with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

PQC Construction of reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Ordinary Portland Cement @ 440 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

Cement Concrete Kerb Construction of cement concrete kerb with top and bottom width 115 and 250 mm respectively, 325 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 250 mm wide, 100 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

Precast Drainage Chambers a. Drainage Chambers (1.1m x 1.1m x 1.5m)

b.Chambers Lid (1.1m x 1.1m x 1.5m)

Drainage Facility (NP-4, 600 mm Dia.) Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for Drainage Facility, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No. 13 - 1998. a) NP-4, 600 mm Dia at Drainage Facility

Traffic Signs I. FLAG TYPE AD Place identification sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50x50x5mm & 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge. (B) High Intensity Grade.

Traffic Signs II. 90 cm Equilateral Triangle Place identification sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50x50x5mm & 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge. (B) High Intensity Grade.

Traffic Signs III.90 cm Octagon Place identification sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50x50x5mm & 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge. (B) High Intensity Grade.

Road Marking Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as directed by Engineer Incharge

Road Stud Supply & Fixxing cats eye (stimsonite) made out acrilo beautile sterrine injuction high compressed modling with reflector made of MMC (prismatic type size 12 cms x 6 cms x 2.5 cms provided with bituminous adhesive 100 g with each unit for fixing. (High Intensity Grade)

Street Lighting Decorative Pole Street Lights Height 6-8mt made up to cast Aluminium casting with carving on top and with external of Galavanized Steel Pipe with top square light fixture in steel fabricated with clear glass and 50W Led/ 3000K colour warm white IP 65 rated of Light fixture with cable complete and foundation bolts. As per Apporved Drawing and As per directed by Engineer Incharge. I. Single Arm at Every 30 m

II.Distribution Boards (DB)

III. Wiring and Cables

Plain Cement Concrete for Drainage Providing and Laying Plain cement concrete Grade M15 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days etc.complete as per drawing and technical specifications section 1500, 1700 & 2100 (A) PCC Grade M15

M/s D. H. Patel and Co

NSC Projects Pvt. Ltd.

D M PARMAR