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| 1 | Providing laying spreading and compacting specified graded sand,gravel (crushedstone) as per Table 400-1, 400-2 or any other course material as per design mix, as per CBR insub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spread ingin uniform layers with motor graderF. Eloaderona prepared base andc ompacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery,lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means For Grading I Material |
| 2 | Water Bound Macadam Sub-base/base with Stone Screening (1) WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means |
| 3 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base (WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 4 | providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rateof 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503 |
| 5 | Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7premixed with bituminous binder,transported to site with all leads laid over a previously prepared surface withpaver finisher to the required grade, level and alignment and rolled toachieve the desired compaction as per MoRTH Specification Clause 504 Bitumen (VG-30) |
| 6 | Providing and laying bituminous concretewith 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading,premixed with bituminous binder [email protected]&5.4 percent of mix and filler, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth heeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for for Grading-II(13 mm nominal size) Bitumen CRMB 60 |
| 7 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermo plastic 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 as pecial applicator machine complete with labour material and traffic diversion arrangements. |
| 8 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m,including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 9 | 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. 1:4:8(1cement:4coarse sand: 8 graded stone aggregate 40 mm nominal size). |
| 10 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) 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 |
| 11 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 12 | Supply&fixingofM-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20mm thick base of cement mortar1:6 including jointing earth work,pointing & jointing with cement mortar 1:4 of size (22.5 x 25) x 30 cm 2 |
| 13 | 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 |
| 14 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross- sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with 3 Mtr.Poles with Octagonal Cross Section |
| 15 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixturemade of powder coated single piece pressure die cast aluminum material with heat dissipation fins on ousing with UV stabilized PC (UV tablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85%,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved / Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER 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 .LED Street Light fixture with Minimum lumen output 2450 lm |
| 16 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .A) Excavation of Pit for Foundation Size upto required depth from Ground levelB) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.E) Centring and shuttering including strutting ,propping etc. and removal of form work for Footing and PedestalF) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.H) Providing and Fixing Nosing Angle 40 mm x 40mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.Pole Foundation for Octagonal pole from 3 Mtr. To 6 Mtr.. |
| 17 | Supply and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 KV grade and approved make in existing surface or recessed coduit/casing caping including making connections etc. As required 3x1.5 sq mm Group-1 3X1.5 SQ MM |
| 18 | Total |
| 19 | 2 Percent Please Enable Macros to View BoQ information |
