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| Sl. No. | Item Description |
| 1 | Asphalt road. Cutting of road surface for trenches and disposing the excavated stuff including barricading and lighting guarding and stacking serviceable and unservicable material in asphalt road |
| 2 | Residential Acess Road |
| 3 | Dismantling of Structures (Dismantling of existingstructures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as directed by Engineer in Charge. Steel Work in all types of Sections upto a Height of 5m above Plinth Level excluding Cutting of RivetIncluding dismembering |
| 4 | Demolishing laterite stone masonry in cement mortar including stacking of serviceablematerial & disposal of unserviceable material within 50 mts. lead. |
| 5 | Dismantling of Structures (Dismantling of existingstructures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as directed by Engineer in Charge. By Manual meansDry rubble masonry |
| 6 | Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. ) |
| 7 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of 1000 m and earth filling in the depression/pit as per MORTH specification 201 -Girth from 900 mm to 1800 mm |
| 8 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)-Cement Concrete Grade M-15 & M-20 |
| 9 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead. |
| 10 | 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 MeansIn area of light jungle |
| 11 | Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.) |
| 12 | Earthwork in excavation of foundation of structures of Cross Drain abutments, piers, retaining walls etc.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, back filling the excavation earth to the extent required and utilising the remaning earth locally for road work upto 3 m depthas per MORTH Specification 304INCLUDING DEWATERINGMarshy soil ( without shoring and strutting)Mechanical Means |
| 13 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 14 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : All works upto plinth level |
| 15 | Providing & fixing of pre cast cement concrete Raised Bullnose Kerb Stone of M-25 grade in white cement of given size manufactured in wet press vacuum dewatering technology plant/ equivalent with face pimple finish for high visibility with excellent quality and finish and edges perfect and sharp. Make Basant Batons or equivalent Raised Kerbs (size:600mm width x300 height x150 mm thick) |
| 16 | Providing & fixing of pre cast cement concrete Raised Bullnose Kerb Stone of M-25 grade in white cement of given size manufactured in wet press vacuum dewatering technology plant/ equivalent with face pimple finish for high visibility with excellent quality and finish and edges perfect and sharp. Make Basant Batons or equivalent Flushed Kerbs (size:600mm width x300 height x150 mm thick) |
| 17 | Providing & fixing of pre cast cement concrete Raised Bullnose Kerb Stone of M-25 grade in white cement of given size manufactured in wet press vacuum dewatering technology plant/ equivalent with face pimple finish for high visibility with excellent quality and finish and edges perfect and sharp. Make Basant Batons or equivalent Outlet Kerb Stone of M-25 grade (size:600mm width x300 height x150 mm thick) with two 100mm sleeves in kerb for water outlet |
| 18 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 19 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) - All works upto plinth level |
| 20 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) - In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 21 | Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½ :3 (1 cement: 1½ coarse sand: 3 graded grantic or basaltic aggreate 20mm nominal size) |
| 22 | Centering & shuttering including Strutting, Propping & removal of forms for :Foundations, Footings, Bases for columns As Directed By Engineer In Charge |
| 23 | Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates - Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only |
| 24 | Centering & shuttering including Strutting, Propping & removal of forms for :Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 25 | Centering & shuttering including Strutting, Propping & removal of forms for :Arches, domes, vaults upto 6.00 span |
| 26 | Centering & shuttering including Strutting, Propping & removal of forms for : Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and stringcourses, Fillets and the like As Directed By Engineer In Charge |
| 27 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 28 | Providing & laying of minimun 65mm thick factory made Shot blasted cement concrete Interlocking paver blocks of minimum M40 grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design/ shape laid in 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all completed as per the direction of Engineer-incharge. The product should comply with IS 15658: 2006 and manufactured by ISO 9001: 2008 certified plant- Size: 200mm x 100mm x 65mm- Grey Colour |
| 29 | Providing & laying of minimun 65mm thick factory made Shot blasted cement concrete Interlocking paver blocks of minimum M40 grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design/ shape laid in 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all completed as per the direction of Engineer-incharge. The product should comply with IS 15658: 2006 and manufactured by ISO 9001: 2008 certified plant- Size: 200mm x 100mm x 65mm- Other Colours |
| 30 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level |
| 31 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. |
| 32 | Providing and laying upto floor five level cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) including smooth finishing to exposed surfaces, with cement mortar 1:3 (1 cement: 3 fine sand) including centering and shuttering etc. -String courses, copings, bedplates, anchor blocks, plain window sills and the like. |
| 33 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 34 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 35 | Providing and fixing colored ceramic of approved size & digital printed in approved pattern and 6 mm thick in dado on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and jointed with cement slurry complete. |
| 36 | Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately) |
| 37 | Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge.- Size 900 x 400 x 100 mm with steel reinforcement not less than 5.0 kgs per unit -12 T capacity |
| 38 | Providing of Pre-Cast Cement Concrete Channel kerbof M-25 grade in white cement of channel 300 mm wide sloped towards the kerb. Size 60 cm L x45 cm H x 20 cm T.manufactured in wet press vacuum dewatering technology plant/ equivalent with face pimple finish for high visibility with excellent quality and finish and edges perfect and sharp. Make Basant Batons or equivalent |
| 39 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in chargeA) 110 mm dia |
| 40 | Supplying and fixing in position factory made Pre-cast RCC boundary stones confirming to IRC-25-1967 inconcrete grade of M-20 with 20 mm nominal size granitic/basaltic aggregate compacted by means ofmechanical vibrator in a smooth form of finish and 6mm dia bars in five no.s. stirrups and two numberinverted 'U' size bars etc. complete ( Circular 150 mm dia at top 200 mm dia at base and 900 mm length. |
| 41 | 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. 60 cm circular |
| 42 | Providing & fixing Aluminium Sign Panel of size and shape as per the approved design to be fabricated from CNC cut and folded 6mm thk aluminium plates (5052/6061/6063), hard anodised in approved colour shade, fixed onto weathered steel post. MS steel post to be fabricated from 5mm thk MS A - (IRSM 41 grade). All visible fasteners to mimic the appearence of round headed rivets and finished to match the MS steel. Sign content to be printed on exterior grade 3M Clearview film and/or CNC cut metallic vinyl/foil of approved shade & finish as per the sign type layout (master artwork) and message schedule and pasted onto the sign panels. MS steel post to be fixed onto MS square hollow sections cast into RCC foundation as per structural requirements. All metal elements at ground level to be galvanised & epoxy coated. |
| 43 | Provinding and installing 304 grade stainless steel Dustbin, powder coated matt finish as per approved colour with lazer engraved text and icons in colour white , dimensions: 775mm x 260mmx 985mm high with three partitions for organic, paper and plastic waste, , volume : 120L. colour- 90 % grey (RA-7016-Ral colour brand ) (vendor catalog required to finalize) |
| 44 | Providing and installing 304 grade Single Stainless steel flanged cycle stand, Submerged or Bolt down fixing, with lazer engraved text and icons in colour white, powder coated finish. concrete foundation approx. Multiples of these will make a cycle stand as per detail drawing and vendor based drawing.Size-80x80mmx900mm highcolour- 90 % grey (RA-7016-Ral colour brand ) (vendor catalog required to finalize)Finish- Powder coat matt finish |
| 45 | Providing and installing of Pre-Cast cement concrete M-25 grade tree grating of given size 100mm thick, Acid wash finish as per approved design with excellent quality and finish and edges perfect and sharp. Type 1- 1.5mx2.0mx.03m thk |
| 46 | Providing and installing of Pre-Cast cement concrete M-25 grade tree grating of given size 100mm thick, Acid wash finish as per approved design with excellent quality and finish and edges perfect and sharp. Type 2- 1.2mx1.2mx.03m thk |
| 47 | Supplying and stacking of good earth at site including royalty and carriage upto 1 km. (earth measured in stacks will be reduced by 20% for payment). |
| 48 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 49 | Supply at site of work well decayed farmyard manure, from any available source approved by the engineer-in charge including screening and stacking as per MORTH Specification 308.2 |
| 50 | Supply at site of work/store-deoiled neem cake duly packed in used gunny bags as per MORTH Specification 308.2 |
| 51 | Spreading of sludge, dung manure or/and good earth in required thickness (cost of sludge, dung manure or/and good earth to be paid separately). |
| 52 | Supply and planting of shrubs: The shrubs shall be healthy, vigorous specimens, well shaped, heavily branched (wherever applicable), densely foliated,well established and of specified height. The planting of shrub sapling shall be done in positions demarcated, with bamboo supports wherever necessary, watering etc. Pandanus pygmaeus |
| 53 | Supply and planting of shrubs: The shrubs shall be healthy, vigorous specimens, well shaped, heavily branched (wherever applicable), densely foliated,well established and of specified height. The planting of shrub sapling shall be done in positions demarcated, with bamboo supports wherever necessary, watering etc. Barleria cristata white |
| 54 | Providing & laying Grass Lawn including addition of manure and transportation charges.-Zoysia |
| 55 | Supply and planting of tree/ palms sapling: The tree sapling shall be healthy, vigorous specimen, well shaped, properly branched and well established, of the height specified. The tree sapling shall be planted in the positions demarcated, supporting it with a straight stout stake of bamboo, watered etc. Bauhinia purpurea |
| 56 | Supply and planting of tree/ palms sapling: The tree sapling shall be healthy, vigorous specimen, well shaped, properly branched and well established, of the height specified. The tree sapling shall be planted in the positions demarcated, supporting it with a straight stout stake of bamboo, watered etc. Cassia fistula (Goldern shower tree) |
| 57 | Supply and planting of tree/ palms sapling: The tree sapling shall be healthy, vigorous specimen, well shaped, properly branched and well established, of the height specified. The tree sapling shall be planted in the positions demarcated, supporting it with a straight stout stake of bamboo, watered etc. Tabebuia rosea (Pink Trumpet tree) |
| 58 | Providing and installing Staking of Trees with bamboo on 3 sides |
| 59 | providing & laying Geotextile membrane |
| 60 | Providing and laying 35mm thk Drain board in planters of approved make & as per vender specification with overlap as required, necessary joinery complete as per drawing and as per approval. |
| 61 | Tree Guard with MS Iron (Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.) |
| 62 | Maintenance of softscape and Plantation / Horticulture Works including – Cleaning of all softscape area, Maintenance of lawn/ herbs/ shrubs/ climbers etc.; Watering, weeding, cleaning, mulching, cutting etc.; Apply compost and organic fertilizers; Applying pesticides and insecticides; Disposal of dry and fallen leaves etc.Maintenance cost shall be applicable for 36 months of the contract amount (including all taxes) (Water connection to be provided on site at all locations) |
| 63 | 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.) |
| 64 | Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminious binder to mix with filler, transporting the hotmix to work site, with all leads laying with a Mechanical paver finisher to the required grade, level and alignment, using antistripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509 -Grade-I (19mm nominal size)@ 6.5% Bitumen of grade 60/70 - Antistripping agent @ 0.5% of bitumen content |
| 65 | Road Stud - KSRRB M800-35. Supply and Installation of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 mm) from the body is to be a minimum value of 500 Kg. Fixing without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. |
| 66 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .As Directed By Engineer In Charge |
| 67 | 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(Grade - II) By Manual Means As Directed By Engineer In Charge |
| 68 | Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. As Directed By Engineer In Charge |
| 69 | 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 smooth wheeled roller and vibratory roller to achieve the desired compaction, including providing anti-stripping agent @0.5% of bitumen content, as per MoRT & H Specifications Clause 504 Grade-I (40mm nominal size)@ 4% of Bitumen-Mix As Directed By Engineer In ChargeGrade-I (19mm nominal size)@ 6.5% Bitumen of grade 60/70 a) Antistripping agent @ 0.5% of bitumen content |
| 70 | 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 80/100 @ 1.00 kg/sq.m. |
| 71 | Providing and fixing 6 mm thick anti-skid colored ceramic digitally printed of approved size & pattern in flooring on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and jointed with cement slurry complete. |
| 72 | Providing and fixing Climber Rods equipment as per architects selection. - The product to match the colours, design, size, contours and aesthetics exactly as per architects approval. All components designed and manufactured to meet with EN 1176 safety standards. The EN 1176 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. Support posts are to be scheduled Galvanized steel with a 89 mm OD {Outer Diameter}. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be of tamper-resistant stainless steel. Exposed hardware shall be covered with safety caps as a safety. All joints are Robotic welded. |
| 73 | Providing and fixing Swings equipment as per architects selection- The product to match the colours, design, size, contours and aesthetics exactly as per architects approval. All components designed and manufactured to meet with EN 1176 safety standards. The EN 1176 certificates must be issued by a reputed notified InternationalCertifying Body such as IPEMA, TUV, CPSC, or SGS only. Allproducts must be tested and certified to meet EN 1176 safety standards. Supports to be Galvanized steel with a 80mm OD {Outer Diameter}.Toprail of of Dia76 mm shall be an all-robotic welded unit, fabricated from O.D. galvanized steel pipes.Flat Swing seat of size 440 mm x 150 mm x 30 mm, Bucket Swing seat of size Dia 325 mm and height 245 mm. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be of tamper resistant stainless steel. Exposed hardware shall be covered with safety caps as a safety. |
| 74 | Providing and fixing Pull-up Ring equipment as per architects selection- The product to match the colours, design, size, contours and aesthetics exactly as per architects approval. All components designed and manufactured to meet with EN 1176 safety standards. The EN 1176 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. Support posts are to be schedule Galvanized steel with a 89 mm OD {Outer Diameter}. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be of tamper resistant stainless steel. Exposed hardware shall be covered withsafety caps as a safety. All joints are Robotic welded. |
| 75 | Providing and fixing Outdoor Gym equipment as per architects selection- he product to match the colours, design, size, contours and aestheticsexactly as per architects approval. All products must tested and certified to meet EN16630 safety standards with GS test mark. The EN16630 certificates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. The GS mark-EN 16630 certificates must be in the name of the supplier by themselves or through their authorised dealers or contractors.All products must clearly display the GS mark as has been issued in the EN16630 safety certificates.Upright structural posts of height to be made in Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 of tamper resistant stainless steel. Exposed hardware shall be covered with safety caps as per EN16630 standards. Joints arerobotic welded. |
| 76 | Maintenance of all hardscape and road areas including – Cleaning of all hardscape and carraigeway area, maintenance of footpath, street furniture by required ways like washing, brooming .Maintenance cost shall be applicable for 36 months of the contract amount (including all taxes) (Water connection to be provided on site at all locations) |
| 77 | Providing & erecting 9 m high (clear height) galvanised octagonal pole withfoundation bolts having bottom of 155 mm A/F, top 70 mm A/F on providedfoundation as per specification no. OH-PL/OPL |
| 78 | Providing and erecting galvanised 1000mm double arm sword type bracketwith FRP dome and ball as per specification no. OH-PL/PBKT |
| 79 | Supplying and erecting integrated LED street light fitting 100-110W IP65 &IK08 class having single piece pressure die-cast aluminium housing, havingsystem 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, includingdriver complete with 3 Years warranty as per specification No FG-ODF/FLS2. |
| 80 | Supplying and erecting integrated LED Post Top 45W IP65 & IK10 classhaving die cast aluminium housing with UV protected polycarbonate diffuser,having system lumens output of Min.4500 Lumens, min. efficacy of 100lumen/W, CRI>80, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of140-240V, inbuilt surge protection of 2 kV, Life class of 30,000 Hrs. at L50B50 ,including driver complete with 2 Year warranty as per specification No FGODF/FLS2. |
| 81 | Supply and installation of Decorative pole made in galvanised gi pipe in 2 section of size 150mm-80mm dully P.U. Painted in black colour of 3 mts height with ,completly with Foundation Bolt & in built cable terminal Junction Box pole with Heavy base plate and Stiffener support for sturdiness.suitable for post top fitting |
| 82 | Supply of 4 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.' 4 Core 16 sq.mm |
| 83 | Supply of 3 1/2 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..' 3 1/2 Core 35 sq.mm |
| 84 | Supply of 3 core unarmoured PVC/XLPE insulated, PVC sheathed copper 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.3 Core 2.5 sq.mm |
| 85 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm in the existing RCC/HUME/STONEWARE Metal pipe, etc. complete as required. |
| 86 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm in the existing masonry open duct, etc. complete as required |
| 87 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm on surface, etc. complete as required |
| 88 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.) 4 x 16 Sq. mm. |
| 89 | Supplying and making cable end terminations with brass compression gland and copper 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.'(4) 3 1/2 x 35 Sq. mm. |
| 90 | Supplying and laying (including excavation of suitable width & depth up to 90cm) 50 mm outside dia. double wall corrugated pipes (DWC) of HDPEfor enclosing cable below ground/road surface, to required depth complete. |
| 91 | Termination of pole along with all necessary connector,termination material,mcb of suitable rating etc as required |
| 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. with 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 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 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). |
| 93 | Providing and fixing 25 mm x 5 mm GI strip on surface or in recess for coneections etc. as required |
| 94 | Providing and fixing 6 SWG dia GI wire on surface or in recess for loop Earthing . as required |
| 95 | Extra for using salt and charcoal for GI or copper plate earth electrode as required( 96 Kgs of Charcoal and 5 Kgs of Salt) |
| 96 | DESIGN 'Fabrication , Supply , Installation , Testing and Commissioning Of Outdoor STREET LIGHT PANEL made out of 14 Swg CRCA sheet , Degreased , derusted and painted with two coats of red oxide primer and two coats of Siemens grey epoxy paint and conforming to IP 54 class of protection . The panel shall be suitable for three phase 415V , 50 Hz. , four wire AC system and shall comprise of the following :Auto Manual Swithc 1 Nos Street Light Control 32A 4Pole Contractor 4 Nos. Manual Control Switch with 4 No. / NC aux. contacts One Electronic timer with 10A output contactors for operating four contactors Timer unit shall be in a separate compartment with glass seal provision if any. And possible to adjust the time settings .3 phase meter and mcb arrangment with modem and as per ged requirement . Along with necessary stand and earthting brought forward for necesaary connection on both side of panel 'INCOMER'100 amps 4pole,36 KA MCCB, with neutral contactor,' selector switch shall be protected by 2 amps TP MCB's.' 1 .'Sets1'Breaker ON / OFF / TRIP indicating lights with control MCB’s.'Set1'RYB Lamp Mcb 'Set1'BUSBAR '160 amps ,415 V TPN 50 Hz Aluminium bus bars with heat shrinkable insulation sleeve.'Set 4 'OUTGOING '32 A 4 Pole MCB ,36KA 'Set1 'SPARE FEEDER'63 amps 4 pole MCB ,36 KA'Set 1 ,'25 amps 4 pole MCB , 36 KA 'Set1 , |
| 97 | Shifting, Installation, Testing & commissioning of of the electric and light poles with base with Suitable Stiffener, with base plate of 250mm x 250mm x 10mm thick, 4 no’s 25 mm dia hole of foundation nut & bolts (20 mm dia bolt & 300 mm long). |
| 98 | 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. |
| 99 | 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 120 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. |
| 100 | Removal of fitting of any wattage , pole height upto 9 mtr and handing over the same to the nearest GED office within a range of 20 km . |
| 101 | Dismantling the existing pole up to 6 m height with brackets, clamps,insulators, stay from the c.c. foundation and making the site clear by refilling thepits with excavated materials and bringing it to the ground level |
| 102 | Dismantling the existing pole above 6 m height with brackets, clamps,insulators, stay from the c.c. foundation and making the site clear by refilling thepits with excavated materials and bringing it to the ground level. |
| 103 | Dismantling the existing overhead line including G.I. wires of all sizes withoutdamaging & making the coils in suitable sizes. Please Enable Macros to View BoQ information |
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