Forest Environment And Climate Change Department Tender
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Costs
EMD
₹ 38,15,565Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NZP_103687_1Tender No
28 pmu 2024Tender Authority
Forest Environment And Climate Change Department ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
Add for lead upto 3 km including levelling.
Note : Prior Specific sanction of Head of Dept. should be taken if transportation is to be done at night for above items, (i.e. between 8.00 pm. to 6
3435.77
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Add for each additional lead of 1km beyond initial lead of 3km including levelling.Note : Prior Specific sanction of Head of Dept. should be taken if transportation is to be done at night for above
32418.65
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Filling in plinth, floors, trenches, pits with approved excavated materials, murum / good earth in layers not exceeding 200mm including breaking of clods, watering, consolidating each layer in
9.45
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Excavation by chiseling by manual operations, pneumatic breaker, hammer, drilling, compressor breaker, jack hammer etc. over areas for basements, roads, land/plot developement etc. in
40.57
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Providing Pre-constructional anti-termite treatment conforming to IS 6313 (part II) using chloropyrifos EC 20 Emulsion or equivalent of 1% concentration by weight for creating barrier under and all around
2024.96
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Providing & Laying dry stone Rubble Soling with average 230 mm size hard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with iron rammers, watering, sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any)
467.11
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Plain Cement Concrete RMC Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix from Engineer-in-charge and fly ash conforming to grade I of IS 3812 (Part 1) only be used as part replacement of M-15 grade plain cement concrete (cement content considered @ 240 kg/cum).
374.32
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RCC RMC Concrete : Providing and laying in position ready mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and the cost of centering, shuttering, finishing and excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.The Mix design as per particular specfications shall be got approved by Engineer-in-Charge before execution of the item.The rate shall include cost of all specified materials and operations at all levels and heights, including the cost of centering, shuttering and and excluding reinforcement Foundations, footings, bases of columns, rafts, pilecap
1052.65
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Lintels, beams, plinth beams, girders, floor beam, coping.
269.52
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Columns, Pillars, Piers, Posts and Struts.
246.09
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Walls (any thickness) including attached butteresses, ,retaining wall, shear wall, diaphragm wall , trench,pit walls, etc
157.82
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Slabs, Suspended floors, roofs, landings, balconies, canopy and access platform
44.94
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Weather shade, Chajjas, corbels, cantilever beam, etc.including edges.
0.98
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-
Extra and over for providing richer RMC of M-25 grade cement concrete instead of M20 (Note :- Cement content considered in this item is @ 330 kg/cum as per IS 456 table showing minimum cement content.)
323.64
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Extra and over for providing richer RMC of M-35 grade
1413.28
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Providing and fixing in position steel bars reinforcement of various diameters for R.C.C. pile, pile caps, footings, raft, retaining wall, shear wall, lift wall, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs, drawings and bar bending schedules,including straightening, cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels. Thermo-Mechanically Treated steel bars. (Fe 500 D)
391.56
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Providing and fixing of the precast kerb stone of height 325mm, base width 165mm, top width 115mm in M20 grade RMC supplied through MCGM approved plant or concrete mixed with use of weigh batch mixers as detailed in drawing u/No.Dy.Ch.E./Rds/93 /E.S. of 17 / 8 / 2005 , excavation in any soil except rock, laying a levelling course of M 15 grade RMC 100mm thick, to required slope (inclusive of form work) jointing in C.M.1:2 proportion flush to concrete surface, painting exposed surface with one coat of primer and two coats of 1st grade road marking paint in the yellow/ white/ black or any shade as directed. (Kerbstones shall be procured from MCGM registered agencies).
344.93
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Brick work with flyash bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in :Cement mortar 1:3 (1 cement : 3 coarse sand)
60.16
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Half brick masonry with Flyash bricks of class designation 3.5 and above in superstructure aboveplinth level up to floor V level.
17.08
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Providing and fixing best quality C.P. Teak wood frame for doors, windows and ventilators size greater than 50mm x 50mm including intermittent supports if required, all moulding, rebating, jointing, hold fasts of MS flats of minimum size 25 x 3 mm, having length of 225 mm for doors & 150 mm for windows and finishing with 3 coats of French polish or one coat of primer and synthetic enamel paint in two coats as directed etc. complete as directed.
0.5
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Providing & applying readymade wax polish to the new or old work in two coats including knotting, preparing the surface by scrapping, scaffolding etc. complete as directed.
33.69
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Do with broken China mosaic flooring instead of IPS set in cement mortar (1:4) 40 mm thick
135.16
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Extra for providing additional thickness of brickbats over 100 mm in 1:5 c.s. either due to location of rain water pipes or due to increase in the travel length of flow of rain water or brick bats required in the sunk portion of baths, W.C.s nahani etc. The rate includes for fixing brickbats in C.M., with waterproofing compound as per specification as directed.
20.28
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Providing and installing crystalline waterproofing treatment to inside surfaces of the water retaining structures VERTICAL SURFACES :a) 11 Treatment shall consist of preparation of surfaces including ‘V’ QOFgrooves at junctions and joints, pressure grouting the same and curing for specified period.b) Applying two coats of approved crystalline waterproofing compound at specified intervals as recommended by manufacturer and as directed by Engineer-in charge and allowed to cure.c) Plastering of walls and finishing smooth with 15 mm thick cement mortar 1:4 (1 cement : 4 fine sand) admixed with approved waterproofing compound in recommended proportions. HORIZONTAL SURFACES :d) Laying of 30 mm average thick cement concrete of
1827.26
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Providing waterproofing treatment from outside to basement lift-pits and other under ground structures during construction. The treatment shall be started after the P.C.C. bedding for the base slab or raft slab is laid. On the P.C.C. bedding a waterproofing layer based on cementwith rough shahabad stones of 20 to 25 mm thick well pointed in the joints with 1:3 C.S. 40 mm thick for floors and 20 mm thick for sides with cement float and water proofing compound as per specifications shall be laid. Then the surface shall be superimposed by regular R.C.C. raft or base slab as per design. After completion of the raft / base slab and side walls the treatment of waterproofing layer shall becontinued along the outer surface of the walls upto a height of 30 cm above the adjacent ground level. (The excavation of the side around the walls shall be filled with soft earth by the contractor ). The total thickness of the treatment shall be 65 mm to 75 mm for floors and 32 mm to 38 mm for walls.
747.35
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Providing water proofing treatment to existing RCC overhead tank, basements, lift-pits and other underground structures. The treatment shall be done by giving INJECTIONS wherever necessary with waterproofing compound and cement solution as per tenderer‟s specifications into the floor & walls upto the full height of structures. All inherent holes, cavities, voids & honeycomb shall be filled up to make the structure consistent, homogenous resistant to water breakages, seepage, dampness and moisture etc. The floor shall then be treated with waterproofing metal coba of 30 mm to 35 mm thick in 1:4 C.S. mortar and walls with first coat of waterproofing ...
220.38
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Providing, detailing, fabricating and fixing built up sections at desired location using MS Plates of grade Fe 250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), erecting structural steel members for all heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, base plate, and all necessary operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting with wire brush cleaning and applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge.
309.77
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Providing, detailing, composite fabricating members like Trusses, N girders, girders, bracings,supports, purlins, runners, and similar structural steel members fabricated using SS316L & highergrade hollow tubular steel sections (circular & rectangular pipes) of Jindal/ SAIL/ TATA/GoldenStructural Make or equivalent conforming to IS: 4923/IS 6911 and ASTM A312 and of grade SS316L & higher grade as per specifications and approved fabrication drawings (which are to be prepared byContractor and got approved from Engineer), including transportation of the same to site, erectionof structural steel members for all heights & at all levels, provision of necessary erection bolts,fixing bolts, nuts, washers, cleats, stiffeners, gussets, base plate, and all necessary operationslike preheating as per specifications, straightening, bending, cutting, drilling, grinding,machining if specified, welding, grinding, removing the welding burr etc complete as directed byEngineer In Charge.
20.97
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Providing & Fixing Stainless steel Welded Wire mesh fencing of required opening of 50 mm x 50mm x 4mm Dia as required with main & cross wires of SS316L & higher grade Jindal/TATA/SAIL/ Golden Structural Make or equivalent make as per manufcturer specification(manufcaturer test certificate to be provided) with necessary fittings, including cutting, welding, riveting, polishing etc complete as directed and specified by Engineer-In-Charge.
137.68
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Designing, Engineering, supply, installation & testing of tensile wire rope system in zoo solutions(from firms /organisations/company registered in Europe / USA / Australia) for Bird Aviary including but not limited to : A. Tensile wire rope Mesh system : i) Design & Engineering of tensile wire rope system having opening of 30mm & having minimum 1.5 mm dia. of rope, Mesh Partitions for individual cages & Jungle Bridge (Suspension Bridge As shown in design drawings,Cantiliver mesh protection from falling visitors) with material group SS 316 & higher-grade confirming to AISI / EURONORM /BSI standards. Please refer the architectural drawing attached with the tender. The Paddock area (i.e area to be covered under wire rope mesh) is 4000 sqm and maximum height of wire rope mesh system should be 42 m pylon top level.ii) Static calculations of wire rope mesh (SS316 &higher grade), tension cables, SS tensile frame structure (SS 316L & higher grade) and preparation of workshop rawings.iii) Vetting of design/calculations and workshop drawings through foreign expert firms (with whom MOU is executed for execution of this item work) or as directed by MCGM.iv)Performing all standard tests as per manufacturer specifications at factory including but not limited to drop test (dropping of steel ball having 500mm dia & weighing 100.5 Kg from height of 1 m with repetition within 30min ± 15min), static load test, tension test etc and submission of manufacturer test certificate & Manufacturer Guarantee certificate. Test should be conducted in presence of MCGM & Consultant's officers and cost of arranging the visit of MCGM officers to the factory shall be borne by contractor. v) Testing of materials as suggested by the Engineer-in-Charge for evaluating performance of tensile wire rope system through institutes like VJTI, IIT or as directed by MCGM.vi) Installation of wire rope mesh over the primary structure with all fittings necessary for installation, as per approved workshop drawings including installation tools and accessories, safety equipment on-site etc complete.B. SS Tensile Frame Structure) Supply & installation of steel structural members (SS 316L & higher grade) from Indian manufacturer as per approved workshop drawings including installation tools and accessories, scaffolding, safety equipment on-site, necessary fittings, cutting, welding riveting, polishing etc., complete as directed and specified tothe satisfaction of the Engineer-in-Charge.ii) Testing of materials as suggested by the Engineer-in-Charge for evaluating performance of primary steel structure through institutes like VJTI, IIT or as directed by MCGM.C. Submission of structural stability certificate from foreign expert firms(with whom MOU is executed for execution of this item work) or as directed by MCGM.The price is inclusive of all taxes/levies, Import Duty, Freight, Octroi & Transportation up to site, loading-unload & material handling charges, installation, scaffolding, making any arrangement for completion of entire job etc complete. (Structural Steel Work will be paid separately)
1
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Providing, detailing, and fabricating as per specifications, transporting to site and erecting ladder/ railing using stainless steel hollow pipes of grade 202 including, S.S. fixtures and fastenings, cleats, stiffeners, gussets etc. and all necessary operations straightening, bending, like cutting, drilling, welding, grinding and removing the welding burr, machining if specified, finishing, cleaning etc. complete as directed by
423.9
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Providing, detailing, composite fabricating members like Trusses, N girders, girders, bracings, supports, purlins, runners, and similar structural steel members fabricated using M.S. hollow tubular steel sections (circular & rectangular pipes), of TATA Structura Make
328.27
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Supply & Installation of Artificial Thatch with vertical gap of approximately180mm (or 100 mm frombase tip to tip). the shingles are fastened and secured in place with corrosion resistant steelpins/staples through the welded head or through the straws 50 mm below the welded head( please seebelow points of fastening) with a minimum 4 pins per shingles. Including water proof membrane laidon 19mm thick marine ply as required (Overlap will not be paid separately)
95.3
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Providing and fixing superior quality single leaf B.W.P. grade solid core flush door shutters of standard make conforming to IS:2202- 1991 (Part I & II) including one coat of primer, putty and 2 coats of synthetic enamel paint on both faces etc. with 12 mm thk teak wood lipping all around all around etc. complete (Hinges, aldrop & standard door hardware to be paid separately) 40mm thick shutter
2.52
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Extra for providing and fixing 3mm thk. veneer with three coats of french polishing instead of synthetic enamel painting including all material and labour.
2.52
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Providing and fixing 38 mm x 20mm thick teak wood decorative cover moulding around frame of doors, windows and cupboards etc. completed as directed.
5.4
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Providing and fixing vision panel of size 300mm x 300mm in any type of door with 6mm thick glass including T.W. beading etc. complete as directed bt Engineer in charge.
2
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-
Providing and fixing in position three track aluminum window of extruded modular and anodized aluminum sections of approved make and of size 92 mm x 45.5 mm x 1.5 mm thk (wt 1.659 kg/Rm) for bottom and 92 mm x 31.75 mm x 1.3 mm thk. (wt 0.933 kg/Rm) for top and sides mounted on anodized aluminum rectangular
9.6
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Providing and fixing handles as described below, manufactured as per IS208-1992 for doors and windows and with necessary materials and fixtures like screws etc. and all labour etc. completed. Standard Stainless Steel150 mm long.
4
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Providing and fixing mortise lock of approved make manufactured as per IS2209 and 6607 and as described below for doors with necessary fixtures andmaterials and labour etc. complete.Chromium plated Brass mortice latch and lock with round knob
1
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Providing and fixing bright finished brass flush bolts with necessary brass screws etc. complete 250 mm
2
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Providing and fixing door stopper as described below of approved make manufactured as described below and as per IS1823- 1992 for doors with necessary materials and labour cost etc. complete.Stainless steel door stopper
2
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-
Providing and fixing tower bolts as described below conforming to IS:204 1992 (PartI,II) for doors & windows with necessary materials and labouretc. complete.100mm long
2
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-
Providing and Fixing MS Safety grill of weight specified below for windows as per design including fabricating the grill using M.S. square / round bar, flats and angles including painting with one coat of red oxide zinc chromate primer and two coats of synthetic enamel paint of approved colour and brand etc complete as directed.
13.8
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SITC OF 10 PASSENGER/680 Kg GEARLESS LIFT MR/MRL, COPO/ TOPO doors with frame having opening of 800 mm wide X 2000 mm high, Automatic Rescue Device, Audio- Visual, Overload indicator, Infra red curtain, 3VF drive, Emergency alarm, Fire alarm switch, overload warning indicator, suitable door safety as specified, suitable for physically challenged persons, complete in all respect as specified in technical specifications. The lift shall be provided with 3 year free defect liability period. SITC of Passenger gearless lift for 10 Passenger/680 Kg, G+7 floor (8Stops/8 Landings)
1
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-
25 to 30 mm thk. Kota stone of size 0.430m x0.56m (17"x22")
97.46
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-
Providing and applying 20 mm thick internal sand faced cement plaster at all heights and locations in cement mortar specified below in two coats for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, watering, finishing, curing, scaffolding etc complete as directed By Engineer In Charge, In cement mortar 1:3.
319.1
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Providing and applying 12 mm thick internal ceiling plaster with neeru finish by using ready-mix Roofit mortar as per manufacturers recommendations at all heights and locations for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, finishing, curing, scaffolding etc. complete.
104.42
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Providing and applying 25 mm thick external sand faced cement plaster with neat cement rendering upto 10m from ground level and at all locations in cement mortar proportion specified below in two coats for masonry (except stone masonry) and concrete surfaces including providing water proofing compound to the first coat of plaster as per manufacturers specification, racking out joints, hacking of concrete surface, finishing, curing, scaffolding etc complete as directed By Engineer In Charge. Min. time lag between two coats shall be 24 hours.(as per IS2402 of 1963.) In cement mortar 1:2
333.17
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Providing and applying first single coat of approved primer and two coats of dry distemper paint (water bound distemper) of an approved make and colour as per manufacturers
423.51
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Providing and applying first single coat of approved primer and two coats of waterproof cement paint of an approved make and colour as per manufacturers specifications to any surface, upto 10m height from ground level and at all locations as directed including preparing surfaces for painting by any approved means,watering, scaffolding, cleaning and curing etc. complete as directed b En ineer-in-char
333.17
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Designing, providing & Fixing theme & conception based Architectural Feature work made up of GRC 25 to 30mm thk.(composite Mixture of white cement, alkali resistant fiber, silica sand, water with admixture, pigmented cured with acrylic thermal plastic) arch/artistic pillars / window sill / keystone / cornice band / pediment / curved atrium ceiling of museum building etc. Any pattem as per conception design including preparing the moulds for casting . making the grc compostte material , applying the mateiial in moulds . demoulding the cured GRC elements from moulds,grinding and finishing the deinoulded. GRC elements. fixing at site using ss screws. anchors viz a Yiz. finislung the groves and joints with GRC mixture
882.17
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Providing and laying rough natural stone tiles 25 mm to 30 mm thick of an approved quality and size for paving / flooring including cement mortar bedding of 25 mm thick in 1:4 proportion, cement float, pointing in cement mortar 1:3, cutting, dressing, leveling, jointing, pointing, curing, finishing etc complete as directed by Engineer In Charge. 25 to 30 mm thk. rough Ruby red, jet black, Hasan green granite stone
39.12
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Extra Over item of stencil concrete above M20 in footpath. Providing, applying and finishing the topsurface of M-20 concrete with stamp/ stencilof approved pattern and colour, inaccordance with manufacturer's specificationof any approved brand of colour hardener @of 3.5 kgs/m2; including floating of colourhardened over concrete surface with differenttypes of floaters; including application ofrelease agent @ of 0.15 kgs/m2, stampingover the concrete surface with stampingtools; including cleaning of surface withwater and cutting of finished concrete;including application of two coats of acrylicbased sealer for finishing. Colour hardenerand release agent shall be tested forabrasion resistance for a depth of wear,should not be more than 0.025 mm.Coverage of sealer should not be more than6.5 sq.m per one litre coat; including cost ofskilled manpower, cutting machine, sprayerand all tools tackles for all activities;complete smooth & finish as per direction ofEngineer-In-Charge.
304.93
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Supply, installation, testing & commissioning of distribution boards, 8 way VTPN type DB with door-Kitchen area (Cheetah Restaurant ) IP43 8 Way TPN DB (8 + 24Way)
2
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10A SP MCB
16
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16A/20A SP MCB
16
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ELCB with 30mA Sensitivity 40Amp. 4Pole
2
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ELCB with 30mA Sensitivity 25Amp. 2Pole
6
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1.1 kV grade stranded Al conductor, XLPE insulated, extruded PVC inner and FRLS outer sheathed, galvanised steel round or strip armoured cables
2nd category Al armoured cables FRLS outer sheathed- 4C x 10 Sq.mm
145
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Cable End Termination For Aluminium Cables – 4C x 10 Sq.mm
2
-
-
1.1 kV grade stranded Cu conductor, XLPE insulated, extruded PVC inner and FRLS outer sheathed, galvanised steel round or strip armoured cables 2nd category Cu armoured cables FRLS outer sheathed- 3C x 2.5 Sq.mm
80
-
-
2nd category Cu armoured cables FRLS outer sheathed- 3C x 4 Sq.mm
360
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2nd category Cu armoured cables FRLS outer sheathed- 4C x 10 Sq.mm
145
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Cable end terminations for LV, XLPE/PVC insulated, PVC sheathed, armoured/ unarmoured cables including supply and fixing of Double compression cable glands, stripping of cable insulation, supply and fixing of tinned plated copper lugs for copper cables for all phases and crimping the same to the conductor for the following cables. Miscellaneous items like cable lugs, G.I nut - bolts and G.I washers , consumables and other hardware materials as required to make the installation complete, are in the scope. All G.I Nut, bolt and washers shall be HDGI with 80 micron. One set of termination includes gland, lugs for cable core & accessories Cable End Termination For Copper Cables – 3C x 2.5 Sq.mm
4
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Cable End Termination For Copper Cables – 3C x 4 Sq.mm
6
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Cable End Termination For Copper Cables – 4C x 10 Sq.mm
2
-
-
S.I.T.C of maintenance free earthing comprising 17.2 mm electrode
1
-
-
The above arrangements shall be provided with Heavy duty earth champer of 5000kg load bearing capacity to ensure the safety of earthing system
1
-
-
Supply & installation of Earth conductor of the following sizes to be cleated on wall / columns with nuts & bolts or laid in cable tray / buried in ground including cutting, drilling, tapping, jointing by welding, connecting to equipments,painting to welded portion by black bitumen paint and with all necesary GI hardware & accessories to complete the work
Earthing Continuity Conductors -25 x 6mm GI
35
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Earthing Continuity Conductors -Bare G.I. Conductor size 10 SWG
20
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25 mm.- Only PVC Conduits
1250
-
-
5A/6A - 3/5 Pin Plug On Board
8
-
-
15 / 5 A / 6 A Combined Power Plug Socket Point with Fuse and Indicating Lamp, One 15 Amp SP Switch
16
-
-
Submains-FRLSZH-medium PVC conduit- 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire in 20mm Conduit
750
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2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire in 20mm Conduit
480
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Ceiling fan of 1200 mm sweep with all accessories including Electronic Regulator for completing installation
3
-
-
Wall mounting air circulator of 450mm sweep, 230 Volts, AC 50 Hz, oscillating type complete with all necessary accessories for completing installation.
7
-
-
1x28W, T-5 Fixtures, comprises of M.S.Powder coated with end cap. The fixtures complete with high efficiency electronic ballast and PF= 0.98 complete with bright reflector & T-5 lamp
11
-
-
LED Emergency Light Fitting With 6 W LED Strip , IK - 05 Rating With Flame Retardant Enclosure With Lumens Efficacy of 120 Lumens / Watt , Lithum Ion Rechageable Battery With 3 Hrs Battery Backup
3
-
-
Outdoor Lighting (SP-ME-TS- 19):
16
-
-
Energy saver bulkhead luminaire with 9/11W CFL lamp
10
-
-
STREET / EXTERNAL LIGHT FIXTURES AND POLES.
410 SP-2 Swedged pole 7meter in length weight of pole 73 Kgs. (Add 10 Kg. weight of sleeve & base plate)
6
-
-
Brackets
6
-
-
Single arm bracket
6
-
-
Supply and laying Hume pipe -150mm Dia.
120
-
-
Submersible Pump set of:
1 H.P. single/ three phase electric motor Discharge: 90 lpm at 22 m head to 45 lpm at 52 m head Pump body: Cast ron,Impeller: Noryl, , Shaft SS410 Pump delivery diameter 32 mm
1
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-
Excavation in all types of soils (for sewerage works), such as Earth, Marine clay, Marshy land, Running sand, Garbage, Slush, Murum, Rock boulders etc as directed by the engineer. The rate includes dewatering, backfilling, removing the rank vegetation and removing the excavated materials within a lead of 150M as directed including levelling, ramming,etc complete, and measured from the edge of cutting including all lifts and stacking in layers and removing the surplus excavated materials as directed for lift upto 2M{Records to be maintained properly}.The rate also includes supporting public utilities such as cables,drains,pipe water mains, but shall not include the cost of shoring etc as specified and directed. 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.
23.68
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-
Constructing brick masonary inspection chamber rectangular 0.9M x 0.45M and0.6M deep on sewer with 230mm brick walls in cement mortar 1:3 plastered both inside & outside with 20 mm thick cement mortar 1:2 and neat cement rendering so as to give a smooth surface including 230mm cement concrete bedding (M 15) and cement concrete (M 15) in haunches and channels finished smooth with 20 mm thick cement mortar( 1:1) and fixing C.I. extra heavy duty airtight rectangular frame & cover of size 0.9M x 0.45M weighing minimum 225Kg. resting on 300 mm high c.c. cap M 20 with (1:1) cement plaster on both the sides & necessary C.I. steps ( weighing 5.4 kg each)staggered at 300mm c/c. including 75 mm wide vata all round the external portion of the chamber and the foundation concrete in C.M. 1:1 etc. complete as per plan in Dy.Ch.E.(SP)P&D's office( without excavation ) .
1
-
-
Extra over above for every additional metre depth upto 2.5M -do- -do-etc. complete as specified and directed.
3
-
-
Providing, Laying and Jointing Double Wall Corrugated (DWC) PE pipes of SN 8 class with R/R joint with PE coupler as per ISO21138-3 complete as specified and directed 160 mm dia (OD)
32
-
-
Supplying & fixing 40 mm thick DI heavy Rain water grating over storm water channel of heavy duty. a) 600 x 300 MM(300wide)
32
-
-
Providing and fixing in position uPVC/SWR (Soil/Waste/Rain) pipe of type-B 110 mm dia. in any position including all fittings and accessories, making joints / connections water tight with solvent cement, scaffolding if necessary and making good the damages if any (excluding excavation and refilling the trenches) etc. complete as specified and directed.(All fittings and accessories like clamps,etc. should be of same brand. No separate payment shall be made for fittings and accessories).
54
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Supplying ISI mark C.I. Class 'LA' , S/S pipes of followingdiameters conforming to IS:1536, excluding all taxes (Centraland local) insurance, railway freight, unloading from railwaywagon, loading into trucks, transport to any municipal stores /site, unloading stacking etc complete in all respect and asdirected by Engineer in Charge.
100 mm.
4
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Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge. Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes applicable if any. For more details refer General Notes.
75.83
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Extra over above item CS-EW-1,15 &16 for lift from 1.5m to 3.0m.
128.15
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Providing and laying 150mm dia NP2 Class R.C.C. Hume pipes with Collar joints conforming to IS 458:2003 and laid on approved bedding as per IS 783:1985 (reaff. 2010) including jointing the pipes and filleting with hemp and stiff mix of cement mortar 1:2, including testing of pipes at contractors costs (in presence of municipal staff) as per IS 3597 etc. complete as specified & as directed by Engineer in Charge. (excluding necessary earthwork & bedding ).
135
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-
Providing and laying 250mm dia NP2 Class R.C.C. Hume pipes with Collar joints conforming to IS 458:2003 and laid on approved bedding as per IS 783:1985 (reaff. 2010) including jointing the pipes and filleting with hemp and stiff mix of cement mortar 1:2, including testing of pipes at contractors costs (in presence of municipal staff) as per IS 3597 etc. complete as specified & as directed by Engineer in Charge. (excluding necessary earthwork & bedding ).
50
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Providing & Fixing 0.45m X 0.45m clear internal size of M.S. Galvanised hinged type grating and frame (weighing minimum 53 kg) with minimum 75 microns zinc coating by hot dipped galvanising the MS grating and frame as per IS 2629. (The contractor shall furnish the certificate of galvanising from the Galvaniser.) including testing ,inspection of material sample and finished product in presence of M.C.G.M. Engineers (3 nos.) at Manufacturers works, as per Standard Specification no SP-SWD-2 and as per drawing (Dwg No. MCGM/SWD/2013-08), etc complete as specified & as directed by Engineer in Charge.
6
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Providing & Fixing 0.60m X 0.50m clear internal size of M.S. Galvanised hinged type grating and frame (weighing minimum 71 kg) with minimum 75 microns zinc coating by hot dipped galvanising the MS grating and frame as per IS 2629. (The contractor shall furnish the certificate of galvanising from the Galvaniser.) incuding testing ,inspection of material sample and finished product in presence of M.C.G.M. Engineers (3 nos.) at Manufacturers works, as per Standard Specification no SP-SWD-3 and as per drawing (Dwg No. MCGM/SWD/2013-03), etc complete as specified & as directed by Engineer in Charge.
6
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Supply of 1.20m X 0.60m clear internal size of M.S. Galvanised hinged type grating and frame (weighing minimum 130 kg) of grade HD20,with minimum 75 microns zinc coating by hot dipped galvanising the MS grating and frame as per IS 2629. (The contractor shall furnish the certificate of galvanising from the Galvaniser.) incuding testing ,inspection of material sample and finished product as per IS standards and as per Standard Specification no SP-SWD-3 and as per standard drawing , etc complete as specified & as directed by Engineer in Charge.
5
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Providing and constructing stormwater drain brick masonry conical manhole as per standard drawings (Dwg No. MCGM/SWD/2013-01), with 1.20 m internal dia at bottom , 0.56m internal dia at top as per IS 4111: Part 1:1986 Cl.4.9 for a depth 1.50 m built in brick masonry in cement mortar 1:2, 20 mm thick plastering both internal and external faces of walls in cement mortar 1:1 (without waterproofing compound) and neat cement rendering so as to give a smooth surface, including 300 mm thick M- 15 grade cement concrete in foundation and in haunches and channels finished smooth with 20 mm thick cement plaster in cement mortar 1:1 and providing & installing approved Co-polymer polypropylene steel reinforced manhole safety step (weighing between 0.8 to 0.9 Kg) at 375 mm c/c, including 75 mm wide vata all round the external portion of the manhole and the foundation concrete in cement mortar 1:1 ,and supporting the incoming and outgoing pipes with brick masonry wherever necessary, including 300 mm high cap in M-30 grade concrete finishing with cement plaster on both sides in CM 1:1, with necessary centering , shuttering etc. all complete as per Standard Specification no SP-SWD-2 and as per drawing (Dwg No. MCGM/SWD/2013-01), and/or as specified & as directed by Engineer-in-Charge, excluding cost of excavation, providing & fixing frame and covers.
1
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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:4:8 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
With FLYASH bricks of class designation 3.5
1
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Providing, fixing and testing heavy quality gun metal or brass ball valve with screwed ends 20kgm class on GI or copper pipe lines (Leader/ZOLOTO make) 25 mm (1") dia.
2
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Providing, fixing and testing heavy quality gun metal or brass ball valve with screwed ends 20kgm class on GI or copper pipe lines(Leader/ZOLOTO make) 32 mm (1 1/4") dia.
2
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15 mm C.P.brass tap
12
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Supply & installation of Float valve on the Condenser water pipe line – 25 mm diameter
1
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Monoblock pumpsets:
5 H. P. three phase motor, with head of (36-52 mtr.) giving discharge of (4.1 – 2 lps) (50 x 40mm). Pump body: Cast Iron, Impeller: Bronze, Shaft SS410
2
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415V Pump panel with 63A MCCB as incomer with phase indicator and ammeter & voltmeter with selector switches, 2Noss. Of 25A MPCB with DOL Starter, local push button station & contactor of required rating as outgoing.
1
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Excavation for Planting of Tree on Soft Surface – Digging of Pit having size 1Mtr.x 1Mtr.x1Mtr. on soft surface like soil, Murum.
36
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Preperation of ground for planting of lawn/shrubs/ ground cover/ creeper/ climbers - Suply and Spreading of Red Hill Earth and Cow Dung Mannure in 2:1 Proportion up to 30 cm. Depth
( excluding cost of Lawn/shrubs/ ground cover/ creeper/ climbers .)
4059.22
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Preperation of Pit and Planting of Tree In Escavated Pit Soft surface – Filling of Escavatied Pit having 1Mtr. X 1Mtr.X 1Mtr. Size with Escavated soil, Red Hill Earth and Cow Dung Mannure in 1:1:1 proportion and pant a tree with Stacking and preperation of Tree Basin for proper Irrigation. Excluding cost of Tree.
36
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Maintenance of Newly planted Trees Including cost of water.
36
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-
Dressina 6 “ to 9 “ height excluding pollybag
1563
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-
Heliconia humilis Red / Oranger flowers 6 “ to 9 “ height excluding pollybag
7089
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-
Ixora chinensis cv. Sunkist Ixora Nana Pink 6 “ to 9 “ height excluding pollybag
3558
-
-
Tabernaemontana coron Single / double Tagar 6 “ to 9 “ height excluding pollybag
3122
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-
Song Of India 6 “ to 9 “ height excluding pollybag
2000
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-
Bambusa Species 12 “ to 18 “ height excluding pollybag
927
-
-
Azadiracta indica Neem 10' to 12' height and 6 “ girth excluding pollybag
10
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-
Ficus religiosa Peepal 10' to 12' height and 6 “ girth excluding pollybag
3
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-
Peltophorum pheruginum Peltophorum 10' to 12' height and 6 “ girth excluding pollybag
6
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-
Pendanus Thornless
1100
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-
Raphies palm
1332
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-
Cleredendron Thomsoniae
3122
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SITC Protein Skimmer, Emaux/O3 Greentech or Eqvivalant make, Model : Qmax-PS-80,Size: 1100 mm Dia x 3300 mm Ht, MOC : M.S With FRP (Lined) layered inside, Max Flow 80 m3/Hr, Op. Flow 45 M3/Hr, Power Consumption : 3 KW, Foam Discharge: 180 mm, Inlet : 100 mm, Outlet : 150 mm, Bright satin finish with a transparent varnish dust-repellentcoating. Complete with Air & Ozone venturi. Maximum filtration velocity 50m3.h/m2. Max workingpressure 2.5kg/cm2.
1
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-
SITC of Sand Filter. Type : Fiberglass Top & Bottom with Tripod Make : Pentair / Aquavas or Eqv. Type : Fiberglass Top & Bottom with Tripod, Model : Lucas FSM-1400, M.O.C. : MOC Filament wound with lsothalic resin & UV protection on FRP Liner, Size Dia X Height. : 1400 mm X 1700 mm, Max. Flow : 56 m3/hr., Working Flow : 47 m3/hr., Valve : 5 Butterfly Valve Manifold, Media : Natural White Vergin Recycled Glass with Anti-Compaction Technology,Media QTY : 1500 Kg.. Valve : Side Mount Multiport Valve Media : Quartz Sand Media QTY : 1500 Kg. (Sand, Gravel, Pebble)
1
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SITC of Carbon Filter. Type : Fiberglass Top & Bottom with Tripod Make : Pentair / AquaPro, Model : Lucas FSM-1400 M.O.C. : MOC Filament wound with lsothalic resin & UV protection on FRP Liner Size Dia X Height. : 1400 mm X 1700 mm Max. Flow : 56 m3/hr. Working Flow : 47 m3/hr. Valve : 5 Butterfly Valve Manifold Media : 1100+ iv Coconut shell Activated Carbon. Valve : Side Mount Multiport Valve Media : Activated Carbon Purity : 1100 iv Media QTY : 1500 Kg (250 KG Gravel + 1250 KG Activated Carbon)
1
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SITC of Micron Filter. Type : uPVC FILTER Housing Make : Gopani Model : POLYFILTCM-9DC4, QTY : 2 Housing (1 SET), M.O.C. : uPVC Size Dia X Height. : 510 mm X 1264mm + 10%, Max. Flow : 55 m3/hr. Working Flow : 50 m3/hr., Media : Double Open END Micron Filter Catridge, Rating : 20 Micron, Media QTY : 9 cartridge each unit (9+9)
2
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-
SITC of Bio Filter Type : Package Bio Filter, Make : Qmax, Model : Qmax-BIO-5065, M.O.C. : MS, FRP & SS-304, Size Dia X Height. : 1500 mm X 2500 mm, Working Flow : 45 m3/hr., Max Flow : 65 m3/hr, BIO Media : 2250 sq.mm bio filter , Aeration System : 130 m3/hr., Tech : Diffuser Aeration in 1 MM Bubble Air, Power : 1.0 HP
1
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SITC of Filter Pump Make : Make : Pentair/AquaPro Type : Horizontal Centrifugal Model : 5PSP-750WS MOC : Injection molded components of high quality glassreinforced thermoplastic. Stainer : Basket Stainer Power : 5.6 kw + 5% (7.5 HP) Type of Drive : Three Phase (3 Ph)Capacity : 60 M3/Hr @ 18 mtr Head
3
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SITC of Ulta Violet System Model : ECU0900BD Max. Capacity : 55 M3/Hr Max. Op. Pressure : 80 PSI Inlet/Outlet : 4” MOC : SS316 No. Of Quartz Sleeve : 2 No. Of UV Lamps : 2 (330w X 2=660w) Pilot Lamp / Indicator : 1 No. / 2 Nos. Max. Power Consumption. : 873 Watt Power Connection : 220 VAC, Single Phase Cooling Fan : 1 No. Hour Meter : 1 No.
2
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SITC of Ozone Generator of 50 gm/hr capacity: Ozone Output Calibrate by Third Party NABL Certified Laboratory:- Model : QmaxOZ®- 50G, Type : High Frequency, Corona discharge, Capacity : 50 gm O3/hr with Oxygen as feed gas,O3 Concentration : 6.99% wt/wt, Feed gas : 8 LPM of Dry Oxygen, Cooling : Air cooled, Dielectric High Barrier Quartz Glass, Electrode : Cylindrical Quartz Glass Type Di-electric, Stainless Steel 316, HV-Transformer Ferrite Based Air Cooled Inverter IGBT Based High Frequency Resonant Inverter, MOC : Wetted parts in ozone compatible material, Outer panels in M.S Powder Coated, Operation Control : PLC Controlled, Power supply : 220 VAC, Single phase (1 Phase), Frequency: 50 Hz, Power consumption : 600 VA (+ 10%), Controls : In Built variable Ozone control from 0 to 100% of its rated capacity , Size : (H x L x W) 600 mm x 600 mm x 650 mm (Approx.),Weight : 50 KG (Approx.)
1
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SITC of Ozone Generator of 140 gm/hr capacity: Ozone Output Calibrate by Third Party NABL Certified Laboratory:- Model : QmaxOZ®- 140G, Type : High Frequency, Corona discharge, Capacity : 140 gm O3/hr with Oxygen as feed gas, O3 Concentration : 7.99% wt/wt Feed gas : 20 LPM of Dry Oxygen, Cooling : Air cooled, Dielectric High Barrier Quartz Glass, Electrode : Cylindrical Quartz Glass Type Di-electric, Stainless Steel 316, HV-Transformer Ferrite Based Air Cooled Inverter IGBT Based High Frequency Resonant Inverter, MOC : Wetted parts in ozone compatible material, Outer panels in M.S Powder Coated , Operation Control : PLC Controlled, Power supply : 220 VAC, Single phase (1 Phase), Frequency: 50 Hz, Power consumption : 1400 VA (+ 10%), Controls : In Built variable Ozone control from 0 to 100% of its rated capacity , Size : (H x L x W) 1200 mm x 1200 mm x 650 mm (Approx.) Weight : 150 KG (Approx.)
1
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SITC of OXYGEN GENERATOR/CONCENTRATOR : SITC of OXYGEN GENERATOR/CONCENTRATOR : Make Model : OXYCON-10, Dimension : (mm) 335 x 320 x 620 Weight : 19.5 kg , Electrical : 220-240 VAC, 50/60Hz, , Power Consumption : 650 VA, Alarms : (Audible & visual) : High & low pressure, low Purity, power fail, Temperature. Battery test Operating System : Time Cycle / Pressure Swing, Performance : LPM, Concentration**,1-4 95% + 3%, 5-9 92% + 3%, 10 90% + 3%, Approvals Body: CE., Based on atmospheric pressure of 14.7 psia (101 kPa) at 70° F (21°C).
3
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SITC of OZONE INJECTION ACCESSORIES Venturi Injector :- Dimensions Length: 9 inch, Diameter: 2” inch
Directional Flow yes
Fluid Connection 2” Inch BSP
Gas Port Connection ¼” BSP Materials S.S 316 body, S.S 304 Solenoid Valve
Max Pressure 200 PSI (14.06 Bar)
Max Temperature 200°F (93.33°C)
2
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-
SITC of Static Mixer :- Dimensions : Length: 12 inch, Diameter: 2 inch , Directional flow Yes - An arrow is on the Product, Fluid connection 2” BSP, Materials Stainless Steel 304, Elements: Stainless Steel 304 Element #: 6 to 8
2
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SITC of Re-circulation / S.S Injection pump
Make : SUMO/Malhar Pumps / CNP/Wilo or Equivalent Model : CHL 20-3T Pump MOC : SS 304 Mech. Seal : SIC/SIC (Silicon Carbide) O-Ring : Silicon/Viton Driving Motor: 3 Kw Protection Class : IP55 Insulation Class : F Power supply : 415 VAC, 3 phase
Rated RPM : 2900
3
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SITC of ORP Meter
Make: Digital Instruments Model: Model ION-605-C Resolution: 1mVs Display Range -2000 to +2000 mv Display Upper For ORP (Red LED) & Lower for Control Setting (Red LED) Accuracy + 1 digit of F.S. Calibration Single point manual Calibration Calibration Slop +/- 30% Of Display Reading Current O/P 4-20mA D.C, fully isolated ( Optional At Extra Cost ) Relay O/P One Changeover Relay potential free Contact of 5 Amp Control Setting Two Set Point with High & Low Value Setting Controlling Output One Changeover Relay of Potential Free Contacts Of 5Amp Power 2- Wire unit: 230 VAC +10%, 25 mA maximum Environment 5 to 50o C Analog Outputs: 2-Wire unit: Single 4-20 mA DC, 450 ohms maximum Dimension & Weight: 96 x 96 x 65mm ( Grey ABS Cabinet ), 400grams for Inst. Only (Approx)
2
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-
SITC of Micron Filter Cartridge
72
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-
Main LSS Electrical Control Panel
1
-
-
SITC Filtration components: Media carbon media -Coconut Shell Acid Washed Activated Carbon 1050+ iv purity certification.
3600
-
-
Providing & fixing of UPVC wafer type butterfly valve (suitable for test pressure of 10 kg / sqcm) with van stone flanges, SS 304 nut bolts, gaskets etc. complete as specified and directed. - 50 mm Dia of Wafer Butterfly valve
10
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-
Providing & fixing of UPVC wafer type butterfly valve (suitable for test pressure of 10 kg / sqcm) with van stone flanges, SS 304 nut bolts, gaskets etc. complete as specified and directed. - 65 mm Dia of Wafer Butterfly valve
5
-
-
Providing & fixing of UPVC wafer type butterfly valve (suitable for test pressure of 10 kg / sqcm) with van stone flanges, SS 304 nut bolts, gaskets etc. complete as specified and directed. - 100 mm Dia of Wafer Butterfly valve
5
-
-
Supply, Installation, Testing and Commissioning of wafer type check valve (non return valve) including van stone flanges, gasket, SS 304 nuts bolts etc. complete as specified and directed. - 100mm Dia of Check Valve
5
-
-
Supplying, Installing, testing and commissioning of 4 inch PVC Foot Valve with PVC M.T.A. etc. complete as specified and directed.
5
-
-
Providing & fixing of UPVC wafer type butterfly valve (suitable for test pressure of 10 kg / sqcm) with van stone flanges, SS 304 nut bolts, gaskets etc. complete as specified and directed. - 150 mm Dia of Wafer Butterfly valve
2
-
-
Supply, Installation, Testing and Commissioning of wafer type check valve (non return valve) including van stone flanges, gasket, SS 304 nuts bolts etc. complete as specified and directed. - 150mm Dia of Check Valve
2
-
-
Supplying, Installing, testing and commissioning of 4 inch UPVC Van Stone flanges with gasket and SS 304 nut & bolts etc. complete as specified and directed.
12
-
-
Supplying & Laying 'C' Class G.I. Pipe (I.S.I Mark) For Suction / Delivery Line Etc.: 100 Mm Dia
150
-
-
Gun Metal Non - Return Valve:(Flanged) 100 Mm Diameter
5
-
-
Gun Metal Gate Valves (Flanged): 100 Mm Dia
5
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. 62.50 mm nominal inner dia Pipes
150
-
-
100 mm nominal inner dia Pipes
100
-
-
150 mm nominal inner dia Pipes
100
-
-
Providing & fixing in any poosition 160mm dia PVC ball valve with all requierd fitting
2
-
-
Ball Valves with Quick Joint 63 mm dia. x 2" dia.
20
-
-
Supplying and installing cast iron Butterfly 100 mm dia. valves PN 16 complete with both sides including flanges on receiving pipes with nuts, bolts,1.5mm thick compressed asbestos gasket insertion as required.
5
-
-
Supplying, Installing, testing and commissioning CI butterfly valves (PN 16) slim seal standared lever operated type confirming to IS 13039with required flanges, nuts, bolts etc. complete.- 150 mm dia.
3
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-
Providing, detailing, fabricating and fixing built up sections at desired location using MS Plates of grade Fe 250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), Stand, Support, bracket etc
0.7
-
-
Operation / Manpower- STAFF
Fitter Grade-I / LSS Operations Manpower - daily monitoring Three shift (2 Nos of technician required)
2
-
-
Total Cost for Opearation for 1st Year
1
-
-
Total Cost for Opearation for 2nd Year (add Inflation @ 7%)
1
-
-
Total Cost for Opearation for 3rd Year (add Inflation @ 7%)
1
-
-
Total Cost for Opearation for 4th Year (add Inflation @ 7%)
1
-
-
Total Cost for Opearation for 5th Year (add Inflation @ 7%)
1
-
-
COMPREHANSIVE SERVICE MAINTENANCE:- CSMC will start after completion of Defect Libility Period of 2 years from the completion/Handing Over to director Zoo. 1st Year Comprehansive Service Maintenance /Media Replacement/Other Parts replacement @ 5% On Total Estimated Cost
1
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-
2nd YearComprehansive Service Maintenance /Media Replacement/Other Parts replacement @ 6% On Total Estimated Cost
1
-
-
3rd YearComprehansive Service Maintenance /Media Replacement/Other Parts replacement @ 7% On Total Estimated Cost
1
-
-
4th YearComprehansive Service Maintenance /Media Replacement/Other Parts replacement @ 8% On Total Estimated Cost
1
-
-
5th YearComprehansive Service Maintenance /Media Replacement/Other Parts replacement @ 8% On Total Estimated Cost
1
-
-
Evaluation Notes How It Works ?
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