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| 1 | Construction and Developing C&D Facility Under Ranchi Municipal Corporation |
| 2 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50M. Including all lifts with leveling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design and per building specification and direction of E\I. |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 4 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 5 | Providing random rubble stone masonry in C.M. (1:6) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of cenetering and shuttering - all work upto plinth level. 1:3:6 (1 Cement :3 Coarse Sand (zone - III) : 6 graded stone aggregate 40mm nominal size) |
| 7 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1.5:3 (1 Cement : 1.5 Coarse Sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding complete |
| 9 | Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plastered surface smooth with sand paper,scaffolding, curing and taxes all complete as per building specification and direction of E/I. |
| 10 | Providing designation 75A one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of Engineer |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level.1:4:8 (1 cement: 4 coarse sand zone-III : 8 graded stone aggregate 40 mm nominal size) |
| 12 | Reinforced Cement Concrete work in walls (any thickness), including attached pilaster, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level excuding the cost of centering, shuttering, finishing and reinforcement: 1:1.5:3( 1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)Same as above but in superstructure. |
| 13 | Centering & shuttering including shtrutting, proppinng etc. for mass concreteColums , pillars, plinth beams, girders, bressumers and cantilevers |
| 14 | Providing designation 75A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 15 | Providing designation 75 A Brick work in CM (1:4) in fundation & plinth |
| 16 | Providing designation 75A brick work in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, materials, scaffolding, raking out joints to 15 m depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 17 | Providing 12 mm thick Cement Plaster (1 : 4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 18 | Providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing excluding carriage of M.S. Rods (straight or in coils) to work site cutting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 19 | S/F/F MS grill gate with MS grill made of 20X6 MS flats or 16 mm square bars fitted on 25 x 25 x 6 mm. M.S. Angle frame -do- Entry gate 4M wide and 1.5M height and wicket gate 1 M wide and 1.5 M height. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level.1:2:4 (1 cement: 2 coarse sand zone-III : 4 graded stone aggregate 20 mm nominal size) |
| 21 | Providing 1.5 mm cement punning including curing , carriage of water with all leads and lifts as per building specification and direction |
| 22 | Earth work in excavation (As per IS:3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earh within nitial lead and lift as per specification and direction of Engineer in charge. |
| 23 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer in charge. |
| 24 | Supply of G.I. Pipes (Tata mark) or equivalent.50 mm dia |
| 25 | Supply of G.I. Pipes (Tata mark) or equivalent.32mm dia |
| 26 | Supply of G.I. Pipes (Tata mark) or equivalent.15mm dia |
| 27 | Laying of G.I. Pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of Engineer in charge.50mm dia |
| 28 | Laying of G.I. Pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of Engineer in charge.32mm dia |
| 29 | Laying of G.I. Pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of Engineer in charge.15mm dia |
| 30 | Providing and fixing gun metel full way valve of approved quality, all complete as per specificaion and direction of E/I. 50 mm dia.And wt not less than 1.5 kg |
| 31 | Providing and fixing gun metel full way valve of approved quality, all complete as per specificaion and direction of E/I. 32 mm dia. And wt not less then 700 gms |
| 32 | Estimate for construction of high yield tube well (HYDT) of 200 mmX 150 mm X 125m deep bore well by hydraulic rig machine with MS casing pipe (model estimate attached) with submersible pump etc |
| 33 | Providing and laying 80 mm dia G.I. pipes complete with GI fittings including trenching and refilling |
| 34 | Making connection of GI distribution branch with GI main branch of following sizes by providing and fixing tee, including cutting and threading pipeetc complete (50 to 80 mm nominal bore) |
| 35 | Providing and fixing C.I. Sluice Valve as per I.S.14846 with cap, bolts, nuts, rubber etc. complete, IVC or Kirloskar make.100 mm dia Class I |
| 36 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931. 15 mm dia. |
| 37 | Providing and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (the tail pieces, tapers etc. if required will be paid separately).50 mm dia. |
| 38 | Providing and fixing fire hydrant with Tee & nozzle etc as follows.4.5 kg capacity extinguisher CO2 type. |
| 39 | Providing and fixing fire hydrant with Tee & nozzle etc as follows.FH Tee |
| 40 | Providing and fixing fire hydrant with Tee & nozzle etc as follows.FH Post |
| 41 | Providing and fixing fire hydrant with Tee & nozzle etc as follows.Brass Nozzle (Branch pipe) |
| 42 | Providing and fixing fire hydrant with Tee & nozzle etc as follows.Male & Female couplings |
| 43 | Providing and fixing fire hydrant with Tee & nozzle etc as follows.Rubber hose pipe 65 mm dia in 30m length |
| 44 | Polythelen Water Storage Tank of Mark with cover and suitable locking systme in double layer confirming to IS: 12701 -1996 with latest Revision |
| 45 | Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements ( facia material)galvanised carbon steel Strip |
| 46 | Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements ( facia material)With facing elements of RCC |
| 47 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thicknessof not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specifications. |
| 48 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications |
| 49 | Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 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 and clause 2605 of MoRT&H specifications for road & bridge works. |
| 50 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specifications and direction ofE/I (Mode of measurement comcated volume) |
| 51 | Granular sub base with coarse graded material (400-1) (construction of granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with the vibratory roller to achive the desired density, complete as per clause 401. |
| 52 | Providing Tor steel reinforcement of -mm dia rods as per approved design and drawing excluding carriage of M.S. Rods to work site, cutting, bending, and binding with annealed wire with cost of wire removal of rust, placing the rods in position all complete as per building specification and direction of E/I.10 mm |
| 53 | Providing Tor steel reinforcement of -mm dia rods as per approved design and drawing excluding carriage of M.S. Rods to work site, cutting, bending, and binding with annealed wire with cost of wire removal of rust, placing the rods in position all complete as per building specification and direction of E/I.12 mm |
| 54 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work upto plinth level.1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone 20 mm) |
| 55 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 56 | Cetering ans shuttering including strutting, propping etc. and removal of form for Foundations, Footings, Bases of columns, etc for mass concrete |
| 57 | Providing M.S. foot rests inclding fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1cement: 3coarse sand: 6 graded stone aggregate 20mm nominal size) as per standard design:With 20 x 20 mm square bar |
| 58 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/I |
| 59 | Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket / pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover) and secondary lens on each LED & should be SMD type . The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & 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 ,Input Frequency 50Hz±3% Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened ,color Rendering Index >70 and CCT 5700K +355K. Surge protection shall be min = 4 KV internal and min 10 KV external. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark / Name Engraved/Embossing on die cast housing to allow traceability / authenticity. Fixture shall be AS PER IS 10322 Complianced. OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR LED Street Light fixture 210 Watt |
| 60 | Providing & Fixing of Normal / High Output High pressure sodium vapour/ Metal halide / Halogen lamp as required 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 . 250 Watt |
| 61 | Supply and fixing of junction box of size 280 X 170 X 130 mm with hinges and locking arrangement& MS clamp made of 50 X 6 mm flat complete in all respect. |
| 62 | Supply and laying of following sizes Al. conductor PVC insulated armoured seathed cable of 1100 V grade at a depth of 750 mm B. G. L3.5 core (35 sqmm) |
| 63 | Supply and laying of following sizes Al. conductor PVC insulated armoured seathed cable of 1100 V grade at a depth of 750 mm B. G. L2 core 16 sqmm |
| 64 | Earthing with G.I. earth plate 600mm X 600mm X 6mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc (but without charcoal or coke and salt) as required. |
| 65 | Supply and fixing of feeder pillar of M.S cubicla box of size 100 x 75 x 40 cm made from 2 mm M.S sheet using angle of size 40 x 40 x 6 mm duly hinged and locking arrangement, painting two coats of enameled paint over red oxide primer providing aluminium Bus-bar or suitable size with 100 A/415 V TPN rewirable type main swithc with cement concrete foundation providing 1 Mtr GI pipe on 100 mm dia complete in all respects as per direction of E/I. |
| 66 | Supply and making of earth main hole of size 1\" x 1\" and 2\" deep with 1\" x 1\" CI chamber brick work etc. |
| 67 | Silent type D.G. set of capacity 125 KVA three phase with AMF Panel IS/ IES- 60034-1 IS: 1460 IS: 13018 |
| 68 | Copper Earth Plate Electrode :-Earthing with copper earth plate 600 mm x 600 mm x 3mm thick including accessories and providing masonary enclosure with cover plate having locking araangement and watering pipe etc required . (but without charcoal or coke and salt) |
| 69 | ABC\" Make or any other reputed make manufacturers with ISO:9001approved 250 KVA tansformers 11KV/433V copper would3 phase oil cooled type conforming to ISO:2026 with first filling of oil per IS:335 and standard fitting and accessories. |
| 70 | Supply and laying of 3.5 x 120 mm2 Al. armoured cable. |
| 71 | LT panel having one no incoming panel, 5 nos, outgoing panel and one number change over switch for DG set. |
| 72 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degrees landings, balconies, shelves, chajjas, lintel, bands, plain window sills, stair cases, spiral stair cases above plinth level upto floor five level, excluding the cost of centering, huttering, finidshing and reinforcement with 1:1.5:3(1 cement :1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 73 | Lintel, Beams, Plinth Beams , girders bressumers and cantilevers. |
| 74 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 75 | Extra for Providing and fixing 30x4mm glass strips in joints of flooring, complete job as per specifications and direction of E/I. |
| 76 | Labour for fabricating, erecting, hoisting and fixing in position structural steel work in R.S. joists, channels, angles, Tees, flats, plates, lattice members, built up compound sections in columns, girders, staircase, or trusses including cost of gusset plates, holding down bolts, anchor plates at all heights and depths, bolting, welding (machining wherever necessary) with applying a priming coat of red lead paint all complete as per building specification and direction of E/I. |
| 77 | Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I. |
| 78 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 79 | Providing ridges or hips of width 60cm over all width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete (0.80mm thick with zinc coating not less than 275gm/m2) |
| 80 | Providing and fixing 15 cm wide 45 cm over all semicircular plain G.S sheet gutter with iron brackets 40 x 3 mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete.0.8 mm thick with zinc coating not less than 275 gm/Sqm. |
| 81 | Providing & fixing on wall face unplasticised Rigid PVC pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion (i) Single socketed pipes. 110 mm diameter |
| 82 | For 100 mm dia pipe |
| 83 | Primary Bin: |
| 84 | Grizzly |
| 85 | Jaw Crusher |
| 86 | Secundary Jaw Crusher |
| 87 | VSI Crusher |
| 88 | Vibro Feeders |
| 89 | Secundary Bin |
| 90 | VSI Bin |
| 91 | Vibrating Screen 2D |
| 92 | Vibrating Screen 3D |
| 93 | Magnet |
| 94 | BC - 1 |
| 95 | BC-2 |
| 96 | BC - 3 |
| 97 | BC - 4 |
| 98 | BC - 5 |
| 99 | BC - 6 |
| 100 | BC - 7 |
| 101 | BC - 8 |
| 102 | BC - 9 |
| 103 | BC - 10 |
| 104 | BC - 11 |
| 105 | BC - 12 |
| 106 | BC - 13 |
| 107 | Magnatic Separator |
| 108 | Electrical Panel |
| 109 | Conveyor Wood Covers |
| 110 | Wet Process Sand Washing Plant |
| 111 | Potacabin Office |
| 112 | Modular Toilet |
| 113 | Carriage |
| 114 | Add GST @ 18% |
| 115 | Add Labour Cess @ 1% |
| 116 | Collection and Transportation cost During Operation and Maintenance Period |
| 117 | Collection & Transportation Cost Per Tonnesfor C&D Waste from Individual non Bulk Generator and Bulk Generator (estimated quantity for 3 years of operation) |
