|
| 1 | (2.1.3) Cutting of trees, including cutting of trunks, branches and removal ofstumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level) Girth from 900 mm to 1800 mm |
| 2 | (2.4.5.2) Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 50 metres as directed by Engineer. Dismantling Stone Masonry Rubble stone masonry in cement mortar |
| 3 | (3.6) Dismantling stone slab flooring laid in cement mortar includingstacking of serviceable material and disposal of unserviceablematerial within 50 metres lead. |
| 4 | (2.11) Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately as per MoRT&H specification clause 202 |
| 5 | (2.4.7.1) Steel work in all type sections up to a height of 5 metre above plinth level (Riveted work where rivet are required to be cut shall be measured and paid separately) Including dismembering |
| 6 | (2.1.3) Cutting of trees, including cutting of trunks, branches and removal ofstumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level) Girth from 900 mm to 1800 mm |
| 7 | (4.13) Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. |
| 8 | (1.1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking : Stone, boulders, gravelly material lead upto 5 km |
| 9 | (4.10.1.1.) Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 10 | (21.1.7) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 11 | (25.1.1) Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:36 (1 cement : 6 coarse sand) |
| 12 | (25.2) Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories |
| 13 | (25.4.1) Extra for random rubble masonry with hard stone in : Square or rectangular pillars |
| 14 | (24.5.2) Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in: Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 15 | (24.12.2) Half brick masonry with FPS bricks of class desination 75 in Superstructure , above plinth level upto two stories. Cement mortar 1 : 4 (1 cement : 4 coarse sand) Extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry . |
| 16 | (22.1.1) Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 17 | (22.1.6) Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 18 | (22.1.3) Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. |
| 19 | (23.1.2) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 20 | (23.2.2) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | (23.3.2) Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement:M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) |
| 22 | (23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. |
| 23 | (32.3.1) Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:3 (1 cement : 4 fine/ coarse sand) |
| 24 | (32.33.1) Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 25 | (32.31.1) Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. as per manufacturer\"s specification. Two or more coats on new work. |
| 26 | (21.1.5) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 27 | (30.3.2) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 75mm thick |
| 28 | (32.51.1) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 29 | (32.41.2) Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work |
| 30 | (32.55.1) Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work. |
| 31 | (29.5.1) Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces. |
| 32 | (29.26.2) Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel rimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 33 | (30.35) Random rubble dry stone Kharanja (soling) under floor. |
| 34 | (9.10.1) Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge.The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 60mm thick |
| 35 | (32.21.2) Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade using 50% white cement 50% Grey cement. |
| 36 | (10.7) Painting new letters and figures of specified size, of any shade with first quality synthetic enamel paint, black or any other approved colour to give an even shade as per clause 801 of MoRT&H Specification including all material, labour. |
| 37 | (10.7.1) Hindi (Matras, Commas and the like not to be measured and paid for. Half letters shall be counted as half). |
| 38 | (10.7.2) English and Roman (Hyphens, commas and the like not to bemeasured and paid for) |
| 39 | (10.17) Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement oncrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH pecification & type \"A\" as per IS : 2781978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97106 g/m) including all material, labour. |
| 40 | (10.21) Providing and fixing Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level Providing, fencing and erecting 50 mm dia G.I pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing including all material, labour. |
| 41 | (10.1) Providing and fixing precast cement concrete M-20 grade (Usingmechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of oRT&H Specification including all material, abour, machinery, lighting, guarding and maintenance of diversion. |
| 42 | (27.2.3.1) Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Green / Black Upto to 1500 Cm2 Tiles |
| 43 | (27.3.2) Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work |
| 44 | (10.17) Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type \"A\" as per IS : 2781978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97106 g/m) including all material, labour. |
| 45 | (10.16.1) Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge. Mesh size 50mm x 50mm made of GI wire 3.15mm dia |
| 46 | (26.1.5) Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) : Red sand stone - Exposed face fine dressed with rough backing. 30 mm thick. |
| 47 | (9.13) Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 48 | (60.2) 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 |
| 49 | (60.2.3.3) 10 Sq. mm * 4 core |
| 50 | (60.1.2.1) 6 sq. mm * 2core |
| 51 | (61.13) P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . |
| 52 | (61.13.1) 50 mm |
| 53 | (63.1) Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. \" B \" class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . |
| 54 | (63.5) Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . |
| 55 | (63.5.14) 25mm x 3mm G.I. ( Hot Dipped ) Strip |
| 56 | (42.32) SITC of Cutting back up surface up to 2 Mtr. Depth by digging by Bogie including all layers of crust for laying pipe line etc. and making good to original condition (excluding cost bitumen) |
| 57 | (67.1) 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 crosssections 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 this BSR . |
| 58 | (67.1.1.6) Poles with Octagonal Cross Section 8 Mtr |
| 59 | (67.2) Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer incharge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . |
| 60 | (67.2.2) Single arm overhang |
| 61 | () 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 Pedestal F) 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 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. |
| 62 | (67.8.2) Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr. |
| 63 | (67.12) Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ 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 . |
| 64 | (67.12.5) LED Street Light fixture with Minimum lumen output 8700 lm |
| 65 | (60.3) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, 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 |
| 66 | (60.3.2.4) 2.5 sq. mm * 6 core |
| 67 | (60.3.4.2) 6.0 Sq. mm 3 core |
| 68 | (60.3.1.3) 1.5 Sq. mm 4 core |
| 69 | (70.5.7) SITC of Single Stage, water cooled, High Speed (2880 RPM), Horizontal, Centrifugal, Openwell Submersible pumps set pre filled with coolent water and fitted with mechanical seal - T/C Vs T/C, Thrust bearing shall be of carbon + S.S.The stator body of single phase pump shall be of SS and rest of all shall be of cast iron. All casting parts should be cathod electro deposition (CED) coated and other construction material should be confirming to IS : 14220: 2018 . The overall performance of pump shall confirm to BEE energy efficiency level of 3 star. Valid BEE certificate from OEM must be submitted for the same. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011, including making connection etc as required complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR .7.5 HP, 3-Ø, (12 -32) Mtr, (1240-475) LPM |
| 70 | (70.13.2.5) SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. suitable for following rating motors complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR .7.5 HP to 10.0 HP ( Star / Delta starter ) |
| 71 | (34.17.4) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 72 | (NON BSR) Supplying and drawing of FR PVC insulated & unsheathed Aluminium conductor 2X 2.5 Sq mm ISI marked (15:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. |
| 73 | (NON BSR) Supply of 6 mm dia AISI 316 grade wire rope 16 Mtr highmast |
| 74 | (NON BSR) Supply of SGDD 500 KG winch (for 16 Mtr) highmast |
| 75 | (NON BSR) Supply of 1.5 HP motor HEM make (for 12.5 Mtr, 16 Mtr, 20 Mtr) highmast |
| 76 | (NON BSR) Labour rate for complete maintenance of existing high mast light system incluiding dismantling of all the parts/system, & refixing with the help of cranes, labour and all acessories as per required. (crane charge + labour ) |
| 77 | (NON BSR) Feeder Pillar: P&F of Feeder Pillar Box for Street light made out of CRCA Sheet of 10/12 SWG of size 650X450X400 mm duly Paint with powder Coating Paint of grey Colour. With fixing frame made out of ms Angle of Size 25x3 mm of required size and height. Feeder Pillar Shall baove following material.1 MCB 16 Amp double pole 4 No2 With Locking Arreangement and all required Glend, lugs of Cable Size3- Earthing Terminal- 1 Nos. |
| 78 | (NON BSR) Supply and Fixing of GI Pipe and Fitting for repairing of Boll Fountain with required Manifold, Stands etc. |
| 79 | (NON BSR) Supply and Fixing of Brass Made Boll Fountain Nozzles of 20MM Size. |
| 80 | (NON BSR) Supply and Fixing of 30 Inch Aluminium Rods for Fixing of Nozzles . |
| 81 | (NON BSR) Designing, Supply, erection. Commissioning and testing of IP68 Protected underwater lighting system with dynamic colors red, Green, blue shall consist of 9 X 3W(27Watt), 12 V DC Led lamps Mounted on MCPCB comprising high quality water proof luminaries. The Luminaries shall have die cast aluminum alloy helices for strength and totally protected by fused epoxy polyester coating on all surfaces. The wall thickness of Luminaries not less than 5 mm. The wiring shall be reputed make double insulated PVC within copper conductor. The Connection shall be fully water proof. All external nuts, bolts and stands of stainless steel. |
| 82 | (NON BSR) Providing and fixing of DMX Based 7-station Microcontroller based Led Light controller suitable for led lighting system with 12 V DC/50A Output. |
| 83 | (NON BSR) Providing & Fixing of 4\" S.S. 304 grade wire mesh Mesh Filter for Pump filtration of water at inlet of mono submersible pump. Filter made out of M.S.Sheet & Flats with inlet threaded nipple as per pump inlet. The S.S.mesh fitted on filter body with Screws. |
| 84 | (39.1) Trenching in specified soil upto a depth of 60 cm. including removal and stacking of serviceable materials and then disposal by spreading and neatly leveling within a lead of 50 metres and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and farm-yard manure before and after flooding with water (excluding cost of imported earth and sludge or farm-yard manure). |
| 85 | (39.4) Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking |
| 86 | (39.12.2) Grassing with \"Doobs\" grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. In rows 7.5 cm apart in either direction |
| 87 | (39.15.) Filling mixture of earth and sludge farm-yard manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or farm yard manure and labour for mixing not included in this rate). |
| 88 | (39.22) Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. |
| 89 | (39.48) Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufacture‘s logo of appropriate size Engraved at suitable place. |
| 90 | (39.49) Supply and fixing different type of steel pre-fabricated garden bench/ jhula/ slides and other children play items made of steel duly painted as per approved design and specifications by engineer in-charge made of MS pipe, Flats, rectangular hollow section or other steel sections duly welded and or nut bolted where ever required, rubbing and buffing welded joints to make safe for use of children and painted in approved pattern complete as required. . |
| 91 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) |
| 92 | (2373) 20mm nominal outer dia pipes |
| 93 | (2376) 40mm nominal outer dia pipes |
| 94 | (2378) 62.5mm nominal outer dia pipes |
| 95 | (39.41) Supply and planting following in poly bags / arthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes, 0.3 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 96 | (39.41.1) Wedelia trilobata ( SunFlower Family) |
| 97 | (39.41.2) Alternathera green (Parrot Leaf) |
| 98 | (39.41.7) Rhoeo spathacea \"Compacta‘ ( Oyster, Boat Lily) |
| 99 | (39.41.8) Golden duranta |
| 100 | (39.42) Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 101 | (39.42.1) Ficus panda |
| 102 | (39.42.4) Tabernaemontana variegated ( Chandni) |
| 103 | (39.43) Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 600 mm min. height hurbs at site in 0.45 m dia holes, 0.45 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 104 | (39.43.1) Rhaphis excelsa with 3-4 suckers ( Lady Palm) |
| 105 | (39.43.2) Furcaria with 10-12 leaves ( cactus) |
| 106 | (39.43.4) Phonenix sylvertris ( Date Palm) |
| 107 | (39.44) Supply and planting following species best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 108 | (39.44.1) Plumeria alba ( Champa) |
| 109 | (39.44.3) Neem(Azadirachta indica) |
| 110 | (39.44.6) Erythrina variegata (Lantern Tree) |
| 111 | (39.44.11) Quis quallis indica ( Madhu Malti) |
| 112 | (39.44.16) Table palm |
| 113 | (39.44.18) Acacia senegal |
| 114 | (39.44.19) Moringa concanensis |
| 115 | (39.44.22) Tinospora cordiflia |
| 116 | (39.45) Supply and planting following species best quality container grown healthy trees of 3 mt. min. height, well established & free from disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. |
| 117 | (39.45.1) Plumeria alba ( Champa) 3 M height minimum |
| 118 | (39.45.2) Gulmohar(Delonix regia) |
| 119 | (39.45.3) Neem(Azadirachta indica) |
| 120 | (39.45.5) Bauhinia blakeana (Arckid) |
| 121 | (39.45.6) Erythrina variegata (Lantern Tree) |
| 122 | (39.45.9) Yucca |
| 123 | Designing, supply erection, commissioning and testing of 11 mtr. Dia with 80 mm SS316 piping ring Dome fountain manufactured by ISO 9001:2015 certified company (Family Fountains/ Premier/Ripples or others) make inclusive of 151 nos. fountain nozzles with 1/2\" aluminium angular bend each fully adjustable for a precision effect. The manifold should be made of SS with. The pipe should be made of SS316 with flanges, Nut bolts, Gaskets, pipe work, manifold nozzles made of precision machined & including all final SS finishing work of pipe surface etc. as per direction of engineer-in-charge. Material of construction of various components Manifold: steel-Epoxy coated Control Valve: Brass/Gunmetal of ISI marked Pipe work: \" SS316 \"Class with epoxy coating on all surface. Nozzle: dome fountain nozzles Joints of Engineering Plastic with aluminium bend Mounting Stand: fabricated SS316 steel-galvanized /epoxy coating (AS PER TECHNICAL Annexure A) |
| 124 | Supply and fixing speaker of Ahuja SRX-510 (400 W RMS / 800 W Programme) make complete as required. |
| 125 | Supply and fixing of Ahuja LXA‑2000 (1000W + 1000W) Amplifiers Ahuja make complete as required. |
| 126 | EPDM Flooring is a premium dual-layered rubber flooring solution designed for safety, durability, and vibrant aesthetics. The base layer consists of recycled tire crumb rubber bonded with a 15% polyurethane binder Koream Make, incorporating a 9mm Buffing Base and 6mm EPDM rubber for superior cushioning. The top layer features 1-6mm EPDM granules with 25% polymer content, mixed with a 20% polyurethane binder Korean Make, which has an NCO content of 10.47% and an average viscosity of 1478. These UV-resistant granules, provide exceptional weather resilience and long-lasting color vibrancy. Engineered for high performance, the flooring offers a tensile strength exceeding 4.0 MPa, elongation over 500%, and a hardness of 60 Shore durometer, Bulk Density 700, Specific Gravity 1.65 +, ensuring excellent impact absorption and durability. Designed to enhance safety, it provides Critical Fall Height Protection, making it ideal for playgrounds, sports areas, and recreational spaces. EPDM Flooring meets stringent quality and safety standards with certifications including WA, Critical Fall Height Protection, REACH, ROHS, EN 13501 Fire Classification, PAHS, and EN71-Part 3, and has been rigorously tested for physical and mechanical properties by SGS, Labosports, and IRMRA. Combining strength, resilience, and aesthetic appeal, it is the perfect flooring solution for areas requiring a safe and long-lasting surface. Please Enable Macros to View BoQ information |
