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| 1 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 2 | Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples |
| 3 | Repair to stone masonary in cement sand mortar 1:6 with old and new stone. |
| 4 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :, 25 mm thick. |
| 5 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision, Trowel Finish av. thickness 1000 to 1200 microns. |
| 6 | Carriage of Earth, Sand, Lime, Morrum manure or sludge For 5 Km. |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge., 1: 3: 6 or richer mix. |
| 8 | Prunning & trumming and cutting of old big trees on the road side The contractor will deposit the cut wood in the Deptt. |
| 9 | Milling of distress bitumenous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200&300 sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks i/c hauling and stock pilling the reclaiming to bring to required specification to reuse with the approval of engineer - in - charge for safe disposal; with all leads and lifts complete in all respect as directly by Engineer - in- charge. *Note : The unutilized quality of reclaimed bituminous mix material shall be recovered. |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 11 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of, Grading - II (26.50 mm (Nominal Size)) |
| 12 | 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 minimum @ 5.2 & 5.4 per cent of mix and f, for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 13 | Providing and Laying cement concrete Kerb Stones of different sizes in M-40 grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of multiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) in position to the required line, level and curvature jointed with cement mortar 1:3 (1 Cement : 3 Coarse sand) including making of joints, drainage opening wherever required.(Size 1200mm X 400mm X150mm) |
| 14 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006) Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 Add extra over rates of item No. 11.38, A to C if colored paver blocks are used |
| 15 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 16 | Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 17 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board. |
| 18 | Traffic Signs, 600 mm circular |
| 19 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 20 | Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete., Electric resistance or induction butt welded tubes. |
| 21 | 10 mm thick |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :, Two or more coats on new work |
| 23 | Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR ., High Power LED Flood Light Minimum lumen output 22400 lm |
| 24 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR, 10.0 Sq. mm, 4 core |
| 25 | Providing & Fixing of digitally printed Glow guide map showing the coloured map of Industrial area SEZ-I i) Size of the board is approx 10sqm area and depth of 0.20Mtr. ii) The sign board should be made of GI box and covered with unbreakable polycarbonate sheet of 2 mm thickness, Layout matter, logo etc. board is to be printedby digital technique and pasted on front side of boardwith LG2 process. Beading/framing of front side should be done with aluminium angle. Arrangement of Electrica lassessories such as tube rod, wiring, fitting etc. is to bedone inside the GI box for fully Glowing of board. Foundation of this board is to be made as per Design and detail given by Engineer-In-Charge. iii) Box shouldbe made of square pipe frame, GI sheet 22 gauge as per attached drawing . The stand should be grouted firmly inground with cement concrete grade 1:1.5:3. iv) The board should be guarded will safety nets as per attached drawings. v) Adequate lighting should be provided with complete electrical wiring the cable from guide map of size 2x6 sqmm size is to be provided and fixed up to nearest power supply points. vi) The supporting structure for fixing of glow sign board should be made as per attached drawing. vii) The work also includes painting on entire structure as well as glow sign board. The entire work should be done as per direction and with satisfaction of Engineer-In-Charge. |
| 26 | Foundation work of foundation in M-20 RCC including excavation, reinforcement, shuttering, backfilling & removal of excess earth as per drawing. Please Enable Macros to View BoQ information |
