|
| 1 | Mobilisation of plant equipments personnel tools plants and all accessories complete for land boreholes to the work site and clearing of plant equipments personnels etc. complete from the work site after the completion of the work and as per the direction of Engineer in Charge.GSR Soil investigation work 2023 (1) |
| 2 | Shifting and setting up of the drilling equipments at each borehole location.GSR Soil investigation work 2023 (2) |
| 3 | Land boring of HX / NX size borehole through sand, silt, clay including mixed boulders, shingles, ordinary / soft rock including all types of laterite rock using double barrel rotary drilling equipment and casings wherever required as per the Engineer in charge. i) Upto 30 m from ground level of boring.GSR Soil investigation work 2023 (3 i) |
| 4 | Land boring of NX / BX size bores through hard rock using rotary drilling equipment with double barrel type as per the directions of the Engineer in charge with casings wherever required etc. complete. ii) Above 30 and upto 35 mGSR Soil investigation work 2023 (4) |
| 5 | Extracting undisturbed samples by using appropriate sampling equipment of size 75 mm/ 65 mm as per the guidelines shown in relevant Indian Standard Specification, labelling etc. at all depths, stratas and transport to the laboratory complete.GSR Soil investigation work 2023 (11) |
| 6 | Extracting disturbed samples by appropriate sampling equipment and placing them in airtight plastic jar, packing, labelling as per guidelines shown in relevant Indian Standard code and transporting he samples to the laboratory complete.GSR Soil investigation work 2023 (12) |
| 7 | Conducting standard penetration test as per IS-2131-1981 (with upto date amendments ) and as directed by the Engineer in charge.GSR Soil investigation work 2023 (13) |
| 8 | Conducting plate load test upto maximum load intensity of 100 MT/m2 on different size plates (300 mm to 600 mm ) and upto 1.5m to 2.0 m depth below ground level including excavation of test pit, making necessary loading arrangement, etc. complete.GSR Soil investigation work 2023 (20) |
| 9 | Determination of liquid and plastic limit (Atterberg's limits), plasticity index, conforming to IS-2720, part V) - 1970 with upto date amendments.GSR Soil investigation work 2023 (22) |
| 10 | Grain size analysis of soils by using sieves (sieve analysis)GSR Soil investigation work 2023 (23) |
| 11 | Determination of specific gravity of soil as per IS 2720 (part III) - 1980 with upto date amendments.GSR Soil investigation work 2023 (24) |
| 12 | Conducting shear strength test (box shear)GSR Soil investigation work 2023 (26) |
| 13 | Conducting consolidation testGSR Soil investigation work 2023 (30) |
| 14 | Finding out wet and dry densityGSR Soil investigation work 2023 (34) |
| 15 | Determination of bulk density of soil sample.GSR Soil investigation work 2023 (38) |
| 16 | Crushing strength of rock obtained from sample.GSR Soil investigation work 2023 (39) |
| 17 | Specific gravity of rock obtained from sample.GSR Soil investigation work 2023 (40) |
| 18 | Determination of total available salts.GSR Soil investigation work 2023 (42) |
| 19 | Determination of pH valueGSR Soil investigation work 2023 (43) |
| 20 | Determination of sulphate and chlorideGSR Soil investigation work 2023 (44) |
| 21 | Preparation and submission of final report in quadruplicate indicating samples and general description of the strata met, different levels, faults and strong joints, inflow of water, depth and strike of bedding and cleavage etc. (in rock percentage of recovery to be ascertained by means of core samples), specific recommendations regarding bearing capacity, permissible variation in bearing capacity due to increase or decreases in depth of foundation levels for foundation works, stability of embankments, settlement of different depths including a note on settlement of clayey strata indicating N-Q values etc. and results of field test and laboratory test together with soil profile complete. ii) Bridge works (including land spans)GSR Soil investigation work 2023 (45 ii) |
| 22 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm).GSR 2023 (Road) 11.25 |
| 23 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.GSR 2023 (ROAD) 11.40 |
| 24 | Providing steel liner 8 mm thick for piles including fabricating and setting out as per detailed drawing.GSR 2023 (Road) 11.22 |
| 25 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. D) RCC Grade M35 (ii) Using Batching Plant, Transit Mixer and Concrete Pump.GSR 2023 (Road) 11.38 |
| 26 | Levelling Course for Pile cap. Providing and laying of PCC M15 levelling course 150mm thick below the pile cap.GSR 2023 (Road) 11.39 |
| 27 | Excavation for Structures (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.) Ordinary Soil, Mechanical Means.GSR 2023 (Road) 11.1 (I) B (i) |
| 28 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. H RCC Grade M35 Case II With Batching Plant, Transit Mixer and Concrete Pump (q) Height 5m to 10m GSR 2023 (Road) 12.5 |
| 29 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications GSR 2023 (ROAD) 12.6 |
| 30 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.GSR 2023 (ROAD) 13.2 |
| 31 | Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per the directions of the engineer- in-charge. All works upto floor V level M-35 grade of concrete .GSR 2023 (Building) 6069 (vi) |
| 32 | Centering and shuttering including strutting, propping etc and removal of form for : Vertical surfaces such as retaining walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like.GSR 2023 (Building) 6045 ii |
| 33 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per MORTH Specification 803.GSR 2023 (Road) 14134 |
| 34 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)GSR 2023 (Road) 13.21 |
| 35 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yield Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.GSR 2023 (Building) 8050 |
| 36 | Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. A In R.S. joists, channels, angles, tees.GSR 2023 (Building) 8001 |
| 37 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. B) 50 mm thickGSR 2023 (Building) 9005 |
| 38 | Drainage Spouts complete as per drawing and Technical specification.GSR 2023 (Road) 13.9 |
| 39 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.GSR 2023 (Road) 12.16 |
| 40 | High build, Crack-bridging, Elastomeric,protective and waterproof coating for Concrete & Masonry specially for concrete surfaces of bridges. Providing and applying on a well prepared vertical surface which is single component, high performance, acrylic resin based coating for long term protection of concrete & masonry from aggressive atmospheric gases such as, carbon dioxide, sulphur dioxide and chloride ions. The product shall be applied in minimum two coats to achieve total DFT of 300 Microns. The product must be crack-bridging high elongation type with elongation at break, exceeding 300% & tensile strength exceeding 2.5 MPa. The system shall exhibit excellent bond strength with the substrate at least exceeding 1.5 MPa, when tested as per ASTM D 4541. All scaffolding, ladders, supporting materials etc. complete. Rates shall be inclusive of all labour, materials, tools and plant etc. complete.GSR 2023 (Building) 18048 |
| 41 | Pitch extended epoxy coating to protect marine and waste water handling structures coal tar epoxy protection coating in splash zone, sewage treatment plants. Providing and applying on a well prepared concrete surface which is high build, pitch extended epoxy , a 100% solids, solvent free, tough abrasion resistant protective coating. The product shall exhibit excellent bond strength with the substrate at least exceeding 2.5 MPa, when tested as per ASTM D4541. The product shall be formulated to have high build thickness exceeding 150 microns per coat on average and shall be applied to achieve overall thickness of 300 microns in two coats. The product shall be formulated to resist exposure to accelerated weathering test as per ASTM D4587 and shall not exhibit any flaking or blistering. All scaffolding, ladders, supporting materials etc. complete. Rates shall be inclusive of all labour, materials, tools and plant etc. complete.GSR 2023 (Building) 18049 |
| 42 | Conducting low strain pile integrity test on R.C.C. bored piles foundations using pile integrity tester equipment manufactured by Pile Dynamics Inc. of USA or TOM of Netherlands conforming to ASTHD 5882.GSR 2023 (Roads) 14153 |
| 43 | PCC M15 Grade leveling course below approach slabcomplete as per drawing and Technical specification.GSR 2023 (Road) 13.10 |
| 44 | Providing and laying 30 mm thick Bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings Premixed with bituminious binder at 6.5 % by weight of total mix and filler using Antistripping agent transporting the hotmix to work site with all leads and applying a tack coat @f 2.00 kg/10sq.m. with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MORT&H specifications clause 509 and 503 a) Antistripping agent @ 0.5% of bitumen content.GSR 2023 (Road) 14093 |
| 45 | Providing and laying 12 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.GSR 2023 (Road) 14145 |
| 46 | Providing and laying dense graded bituminious macadam with 40-60 TPH Drum Mix type HMP producing an average output of 50 tonne per hour using crushed aggregates of specified grading, premixed with bituminious binder by specified percentage of weight of total mix and filler, transporting the hotmix to work site, with all leads laying with a hydrostatic /hydraulic paver finisher with sensor to control the required grade, level and alignment, rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compactionusing antistripping agent complete as per MoRT&H Specifications Clause 507 Grade-II (19mm nominal size) Bitumen @ 5% of weight of mix Antistripping agent @ 0.5% of bitumen content a) Antistripping agent @ 0.5% of bitumen content.GSR 2023 (Roads) 14063 |
| 47 | Providing and laying bituminous macadam with 40- 60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compaction,using antistripping agent complete as per MoRT&H Specifications Clause 504 Grade-I (40mm nominal size)@ 4% of Bitumen-Mix Antistripping agent @ 0.5% of bitumen content.GSR 2023 (Roads) 14055 |
| 48 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.as per MORTH Specification 404 By Manual Means.GSR 2023 (Road), WBM Grade I, 14031 |
| 49 | WBM Grade II , 14032 |
| 50 | WBM Grade III , 14033 |
| 51 | Providing and applying primer coat with bitumen or bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per MoRT&H specifications clause 502. Bitumen emulsion @ 1.00 kg/sq.m.GSR 2023 Roads (14050) |
| 52 | Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100@ 0.375 kg/sq.m.GSR 2023 Roads (14052) |
| 53 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305. GSR 2023 Roads (14005) |
| 54 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete. GSR 2023 (Road) 4.26 |
| 55 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications B PCC Grade M20. GSR 2023 (Road) 11.8 B |
| 56 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A) PCC Grade M15. GSR 2023 (Road) 11.8 A |
| 57 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting \\"C' type XI micro prismatic retro reflective material vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm 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)etc complete as per MORT &H Specifications Fifth Edition. A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.GSR 2023 (Road) 7.460 cm equilateral triangle |
| 58 | 60 cm circular |
| 59 | 80 mm x 60 mm rectangular |
| 60 | 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.)GSR 2023 (Road) 7.13 (i) |
| 61 | Supplying and fixing Pre-cast cement concrete kerb stones(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibrators with smooth finish including fixing at site complete as per specification. Size 30 cm L x 50 cm H x 15 cm TGSR 2023 (Road) 6101 |
| 62 | GSR ELECTRICAL 2023 11005Supply of 31/2 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size.31/2 Core 25 sq.mm 11005(3) |
| 63 | 31/2 Core 50 sq.mm 11005(5) |
| 64 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor single core cable in the existing surface/ recessed steel PVC conduit or casing caping, including dismantling, removing old wires as required. (12) 3 x 2.5 sq.mm.GSR ELECTRICAL 2023 2003(12) |
| 65 | Supplying and fixing B series SP MCB, 240 V, suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required\\" '(c) 5 A to 32 A, Cat BGSR ELECTRICAL 2023 7101c |
| 66 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size exceeding 25 sq.mm but not exceeding 400sqmm in existing RCC/HUME/STONEWARE Metal pipe, etc. complete as required.GSR ELECTRICAL 2023 12008 |
| 67 | GSR ELECTRICAL 2023 14007Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 3 1/2 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required..(1) 3 1/2 x 25 Sq. mm. 14007(1) |
| 68 | (3) 3 1/2 x 50 Sq. mm. 14007(3) |
| 69 | Extra for using salt and charcoal for pipe earth electrode as required( 65 Kgs of Charcoal and 5 Kgs of Salt).GSR ELECTRICAL 2023 8003 |
| 70 | Extra for using salt and charcoal for GI or copper plate earth electrode as required( 96 Kgs of Charcoal and 5 Kgs of Salt)GSR ELECTRICAL 2023 8007 |
| 71 | Supplying and laying 25 mm x 5 mm GI strip at 0.5 m below ground as strip earth electrode including soldering etc. as required.GSR ELECTRICAL 2023 8011 |
| 72 | Providing and fixing 6 SWG dia GI wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.GSR ELECTRICAL 2023 8021 |
| 73 | Supply and fixing of cable route marker 15 cms diameter of GI plate 6mm thick with inscription theron bolted or welded to 25mm x 25mmx 5mm angle iron 60 cms long and fixing the same in ground with PCC etc complete as required.GSR ELECTRICAL 2023 12014 |
| 74 | Providing, fabricating and erecting structural steel welded plate girders, box girders and IS rolled sections for spans through arch type of superstructure with low hydrogen electrodes (E- 7018 grade, AWS) with manual arc welding and automatic submerged arc welding (CO2 shielded) with all edge preparations etc complete as specified, including all high strength connection bolts of property class 10.9 conforming to IS 3757. All structural steel shall be of grade E350 (Fe490) conforming to IS 2062 with minimum yield stress of 350Mpa and ultimate tensile stress of 490Mpa. All welds shall be checked with radiographic/ dye penetration test as specified. All welding shall be carried out by welders certified by agency approved by Engineer. Rate to include all costs of erection such as cranes, pontoons, etc. complete. Rate shall include painting as per following specifications. - Blast cleaning to SA 2 1/2 standard and cleaning with dry cloth.Protective coating shall be ZINC ALUMINIUM METALLISATION.This shall comprise of application of Zinc (85%),Aluminium (15%) spray applied alloy with sealer coat (150 microns zinc aluminium coating + 5-10 microns sealer coat) . Metallisation shall be as per attached specifications. All fabrication works shall be carried out in fabrication shops/yard to be approved by Engineer. (All structural steel shall be fabricated in sections and metallised in a approved workshop and transported and assembled at site by bolting/welding before erection). FMR 1 |
| 75 | Providing and fixing headed STUD SHEAR CONNECTOR 19 mm diameter- 110 mm long (100 mm after fixing), with ferrules for welding through steel decking, grade Fe 540 as per IS 8500-1991, yield strength 390 Mpa(mm) or for welding directly on steel surface, STALWART/NELSON/PE make.FMR 2 |
| 76 | Providing and fixing in position Macalloy/Euro Alloy / GTM 460 Stainless Steel complete with fork, pin and lock (suspension bars) with turnbuckle. Macalloy 460 Stainless Steel M48Complete With: - Side A: Fork Pin Lock Cover, Side B:Fork Pin Lock Cover, Joint 1: Turnbuckle CW Lock Covers. FMR 3 Pin to Pin Length = 3.18m |
| 77 | Pin to Pin Length = 6.8m |
| 78 | Pin to Pin Length = 9.76m |
| 79 | Pin to Pin Length = 12.06m |
| 80 | Pin to Pin Length = 13.71m |
| 81 | Pin to Pin Length = 14.7m |
| 82 | Pin to Pin Length = 15.03m |
| 83 | Providing and laying in place TR60+ X1.2MM S350Z275 Profile steel Decking of JSW or equivalent ,1.2 mm thick, over steel floor beams at all levels, with stitching the side laps with self tapping screws 15mm long@ 660mm center to center. the decking sheet shall be galvanised with zinc coating of 350 GSM. Rates are inclusive of end trim and other accessories.FMR 4 (a) |
| 84 | Providing and laying in place Decking sheet Edge Trim of 1.2mm thick galvanised at 350 GSM with a total girth of 275 mm with restrain strap at 600 mm centres as directed by Engineer in charge.FMR 4 (b) |
| 85 | Providing protective treatment for railing surfaces with surface preparation of Blast cleaning to SA 2 1/2 standard and cleaning with dry clot and protective coating shall be ZINC ALUMINIUM METALLISATION.This shall comprise of application of Zinc (85%),Aluminium (15%) spray applied alloy with sealer coat (150 microns zinc aluminium coating + 5-10 microns sealer coat) . Metallisation shall be as per attached specifications.FMR 5 |
| 86 | Providing and applying Acrylic Polyurethane finish Aliphatic Isocyanate cured DFT 30 µm surface coating for strutural steel members of approved colour & make. The paint shall be applied after surface treatment of Abrasive blast cleaning to minimum SA-2½ SIS-055900 near - white blast cleaning, 1st under coat of Inorganic zinc silicate primer (self-curing solvent type) DFT-75µm, 2nd under coat of Epoxy zinc phosphate primer polyamide cured DFT-35µm, 3rd under coat of Epoxy zinc phosphate primer polyamide cured DFT-35µm, 4th under coat of Epoxy high build micaceous iron oxide coating polyamide cured DFT-60µm (High build MIO), Intermediate coat of Acrylic polyurethane finish aliphatic isocyanate cured DFT-30µm in approved colour and finish coat of Acrylic polyurethane finish aliphatic isocyanate cured DFT-30µm in approved colour. The above coats shall be applied by spray only. The rate is inclusive of material , transportation up to the site of work including ,labour, machinery, double scaffolding at all heights, as required etc. complete. All coats shall be of distinctive colour as approved be Engineer. (N.B.: For payment purpose, only surface area of structural steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners, tie rods, etc.)FMR 6 |
| 87 | High Strain Dynamic Pile Testing (HSDPT) - Routine Pile test. Conducting High Strain Dynamic Test on 1200 mm diameter R.C bored cast in site pile including of analysis & submission of 2 copies of report including of provision of hammer, crane, plywood cushion and steel helmet for testing.FMR 7 |
| 88 | Supply and Fixing of tiger eye road studs in Asphalt/ concrete roads Using portable diamond core drill of 100mm dia to cut cores of 25mm deep & fixed with Epoxy.The tiger eye road studs shall be Made from fully tempered glass, having a weight of 540grams+ 10 grams, diameter shall be 100mm and fixing depth of 25mm.with a oval glass protrusion of 19mm height and 60mm dia above of surface providing reflection from all anglesas per the drawing. The stud base shall be covered with thermal sprayed aluminium layer for reflection. The glass should be either colourless or have an integral yellow color. Use of coloured reflective coating is not permitted.The road stud shall exhibit a safe compression load carrying capacity of exceeding 50Tonnes when tested in a compression testing machine and should not break when 1kg steel ball is dropped from a height of 1.5m.It shall be ensured that the stud surface is maximum 1mm above the road surface.GSR 2023 (Road) 16.22 |
| 89 | Providing & erecting 8 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 135 mm A/F, top 70 mm A/F on provided foundation as per specification no. OH-PL/OPLCSR 2023-2024 8-2-14 |
| 90 | Supplying and erecting integrated LED street light fitting 100-110W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 11000 Lumens, min. efficacy of 110 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs at L70B50 including driver complete with minimum 2 Years warranty as per specification No. FGODF/ SL.CSR 2023-2024 2-3-8 |
| 91 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required. 'In all types of strata.GSR ELECTRICAL 2023 12001 |
| 92 | Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark, of approved brands including accessories and providing masonry enclosure with CI/RCC cover having locking /Lifting arrangement and watering pipe etc. (but without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size not less than 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe, 40mm diameter as per specifications. c) Charcoal/salt as per specs ( paid seperately). d) Refilling the pit of size not less than 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe . g)watering arrangement(plumbing will be paid seperately). In all types of strata.GSR ELECTRICAL 2023 8001 |
| 93 | Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosure with CI/RCC cover having locking/Lifting arrangement and watering pipe etc. (but without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 3.0 mtrs(min) and disposal of excavated soil. c)Watering GI pipe, 20mm, Class B, with funnel as per specs. d) Charcoal/salt as per specs ( paid seperately). e) Refilling the pit of size 1.0x1.0x 3.0 mtrs(min) with soft black agriculture soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe.g)watering arrangement(plumbing will be paid seperately). In all types of strata.GSR ELECTRICAL 2023 8005 |
| 94 | Supplying & laying (including excavation) reinforced cement concrete pipe of NP-2 class of 150 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.CSR 2023-2024 7-6-5 |
| 95 | Making Cement concrete foundation including excavation (60 x 60 x 150)cm deep in 1:3:6 cement concrete 20 x 25 mm stone metal, (45 x 45 x 45)cm /45cm dia. x 45cm height plinth duly plastered, with necessary curing and finishing complete. (above 6m to 9m poles). Pole foundation as aboveCSR 2023-2024 16-3-3 |
| 96 | Supplying & erecting GI flexible conduit 40mm dia. conforming to I.S. with required number of couplings, bushes, check nuts etc. complete Conduit in pole foundation for cables as above.CSR 2023-2024 1-2-21 |
| 97 | Supplying & erecting GI flexible conduit 50mm dia. conforming to I.S. withrequired number of couplings, bushes, check nuts etc. complete for cables in crash barrier/concrete in bridgeCSR 2023-2024 1-2-22 |
| 98 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification E) PSC Grade M-40 case II (ii) Using Batching Plant, Transit Mixer and Concrete Pump For T-beam & slab, centering and shuttering including strutting, propping etc and removal of form complete as directed. p) Height upto 5m.GSR 2023 (ROAD) 13.1 |
| 99 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.GSR 2023 (Road) 13.11 |
| 100 | Supplying and erecting Street light bracket for erection of Single fitting made from 40 mm. dia ‘B’ class G.I. pipe 1.0 m in length along with pole cap of 300mm length 100 mm dia duly welded as per specification no. FG-BKT/SLBCSR 2023-2024 2-6-5 |
| 101 | Supplying & erecting three phase, 415V, street light control panel upto the max load of 6kW, TPN MCB 40A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54, IK10 protection, suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation with overcurrent, short circuit, earth fault protection on provided iron frame / CC foundation as per specification SW-STCP. Street Light panel as above.CSR 2023-2024 5-2-5 Please Enable Macros to View BoQ information |
