UT Administration Of Dadra And Nagar Haveli Tender

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead

Providing and filling rubbles including hand packing and filling interstices with quarry spalls behind abutments and between returns as directed.

Providing and laying Stone Pitching on slopes laid over prepared filter media including boulderapron laid dry in front of toe of embankment complete as per drawing and Technicalspecifications

Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications. (A) PCC Grade M15 using batching plant transit mixer & Concrete pump

Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications. (A) RCC Grade M30 using batching plant transit mixer & Concrete pump

Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications. (A) RCC Grade M35 using batching plant transit mixer & Concrete pump

Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications. (A) RCC Grade M40 using batching plant transit mixer & Concrete pump

Providing & laying precast Cement Concrete M-40 concrete in Box culvert including shuttering, curing, scaffolding, ramming, vibrating, finishing, shifting complete.Of internal size 1500 mm x 1400 mm

Providing and placing in position FE 500D bar reinforcement for following items including cutting bending hooking and tying complete as per detailed drawing.For well :- curb, staining, cap and RCC Raft.

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS- 13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar

Providing & laying weep hole in Aburtments, and returns by using PVC pipe of 100mm including laying in proper grede and jointing the completed as per detailed specification.

Providing and laying - Filter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications.

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering tomaximum horizontal movement upto 70 mm, complete as per approved drawings and standardspecifications to be installed by the manufacturer/supplier or their authorised representative ensuringcompliance to the manufacturer's instructions for installation.)

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders 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)

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- II Material

Wet Mix Macadam (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.)

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.)

Providing and Applying Tack Coat With Bitumen emulsion (SS1) using emulsion pressuse distributor at the rate of 0.20 Kg per sqm on the prepared bituminous/granular surface. ( As per MORTH Clause No.503)

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 / DMP 60-90 TPH capacity / 80 - 100 capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 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 Gr.II, bitumen@4.50% rate

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/ DMP 60-90 TPH capacity / 80 - 100 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) for Grading-II (10 mm nominal size)

Dual Arm Street Lighting (Supplying, erection,testing and commissioning of 9 Mtr height decorative chatsworth pole having cast iron decorative base and pipe dia of 165 mm & 3 mtr long with cast iron reduce joining with 101mm OD straight pipe. pole shall be mounted on square base plate.Decorative cascade bracket with 940m height mounted with PU paint in closed paint chamber with heating treatment in chamber Make kesciee schreder. Model : Chatworth pole with cascade Bracket, bajaj sultan, Surya or cromton makes as per drawing and directed by Engineer in Charge.& Supplying and erecting and testing & Commissing of decorate luminaires for urban lighting, body made of painting spun aluminium. the protector is make of polycarbonate grade UV resistant (IK08), permanently scaled optical compartment with IP66 Protection Luminaire offers tools free can be Installed as a suspended luminaire. the Luminaire is equipeed with the lenso flex2 (R) technology photometric system, PMMA lenses with wide photometry for increased pole spacing. fixtures having a surge protection of 10KV. for operating temperature (Ta) From 20 to 50 C. Driver can with atant 320 V AC for 48 Hours and 360 V Ac for 2 Hours Make -Keselec Scheder, Model : PORTO 75 W LED, Bajaj Borage 75 W led, Surya of Cromton, PT 75 W VEGA or LT Company Makes as Per Drawing and as Approved by the Engineer in Charge, including necessary requirement of electrical cables etc. complete as directed by Engineer-in-charge.

Providing, fitting and fixing Stainless Steel railing complete as per drawing and Technical Specification

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.)

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)

Providing and laying 80mm thick faciory made cement concrete paver block M-35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over andcoarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge

Providing and Laying 110 mm dia PVC Pipe 10 Kg footpath, etc completed

Drainage Spouts complete as per drawing and Technical specification

Providing and Laying 75 mm dia HDPE DWC pipe through Crash barrier etc completed

Core Drill for RCC Box Drainage Spout

Providing and fixing post and pipe railing as per detailed drawing including Three coats of painting to steel works complete.

Landscapping / Plantation

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

Carrying out load test of super structure as directed including allnecessary materials plant equipement, instruments, labour andarrangements for test directed.

Rebar of 12 mm dia to 10 mm dia Rein For Crash Berrier and Kerb (Depth -100MM to 150mm) etc. (Without Steel)

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm as per drawing, including removing and disposing Gabian structure with buolders after completion of construction work with all lead and lift at non-objectionable place as directed by Engineer-in-chrage,

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawingand technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter-1000 mm)

Supplying, fabricating and placing in position MS liner made of 8 mm thick MS plate for initial length of cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying 2 coats of primer and 2 coats of anticorrosive paint etc. complete as per specification excluding temporary liner if provided. Depth of liner shall be decided by Engineer-in-charge and as per site condition.

Providing and laying polished Kota stone slab flooring over 20mm(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over andjointed with grey cement slurry mixed with pigment to match theshade of slab including rubbing and polishing etc. complete. (A)25mm thick

Supplying and fixing reinforced concrete heavy duty non-pressurepipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 wateringand laying (to level or slopes) of class NP3 of following internaldaimeters.(v) 900mm dia.

Providing & Laying Pre-cast kerb block M250 Grade For Drain Side