Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Eprocure
Opening Date19 Nov 2024
Closing Date5 Dec 2024
Tender Amount₹ 4,05,00,000
Costs
EMD
₹ 8,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NFC_835288_1Tender No
C/1367/2024Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
a) Girth from 301 to 600mm.
5
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b) Girth from 601 to 1200mm.
5
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c) Girth from 1201mm and above.
8
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Earthwork excavation over Areas/foundations upto required depths in all kinds of Soils except Soft and Hard Rock in both dry and wet conditions, dewatering if necessary, backfilling with the approved excavated earth by the sides and in plinth by depositing in layers not exceeding 250mm in thickness, spreading, leveling, consolidating by approved means, dressing the bottom and sides to required levels, profiles, slopes, etc., disposing the surplus earth/spoils within a lead of 50m , levelling the areas including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc., complete all as directed and specified.
-
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a) Upto 1.50 m depth from average ground level.
850
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b) Above 1.50 m to 3.00 m depth from average ground level.
400
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas /foundations in ordinary rock upto the depths specified below including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc.,including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge.
-
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a) Upto 1.50 m depth from average ground level.
255
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b) Above 1.50 m to 3.00 m depth from average ground level.
120
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in over areas/foundations in hard rock (blasting prohibited) by chiseling, wedging or any other approved method viz. using plasma cutting with diesel plasma gun under 3.5Kg/Sqcm pressure, including air compressor, followed by pneumatic chieselling or using non explosive expansive chemical agents , including drilling of holes as specified by manufacture, filling of expansive chemical, followed by pneumatic chiseling upto the depths specified below including dewatering if necessary , dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a distance of 50 m etc., complete as directed by Engineer-incharge.
-
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a) Upto 1.50 m depth from average ground level.
85
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b) Above 1.50 m to 3.00 m depth from average ground level.
40
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-
Excavation in TRENCHES for pipes, sewers, storm water drains etc in all soils except soft and hard rock from average ground level including dressing bottom to required level, profile/slope, back filling in trenches with selected excavated materials in layers not exceeding 250 mm, consolidating, leveling, clearing of all the areas involving excavation of all grass,rank vegetation, shrubs,bushes,cutting of trees upto 300mm grith measured at 1.0 mtr above ground level disposing the spoil within a distance of 50m for internal and
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a) upto 1.50 m depth from average ground level
50
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead within NFC complete as specified and directed by EIC
1200
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-
Dewatering underground water or continous seeping water using suitable pump/or pumps of required capacity for pumping out seepage water or mud water including all equipment , manpower, drain pipes, cleaning the area complete as specified and directed. Note :- This item will be measured and paid only if continous pumping of inflow water is to be performed for more than an hour in one go and min capacity of pump shall be 5Hp.
3600
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-
Supplying, Laying, spreading and compacting stone aggregate of specified sizes 40mm uniform graded in uniform thickness, hand picking,compacting in stages to proper level, applying and brooming requisite type of screening / binding material/stone dust to fill up interstices of coarse aggregate etc. for soil stabilization for machine foundation, footings etc. complete as specified and directed
25
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Lead charges for within NFC premises , additional lead over the initial lead of 50 m by mechanical transport, including loading, unloading, stacking, the disposable soil, rock, debris, wooden logs etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris or wooden logs etc. respectively
-
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a) For soil for 1KM lead.
600
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b) For Debris/rock 1Km lead
350
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II. CONCRETE (PLAIN AND REINFORCED) :
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Plain Cement Concrete (P.C.C) 1:3:6 with Volume Batching and in-situ mixing using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 with minimum cement content 250kgs/CUM, manufactured by M/s. ACC/ Ultra Tech/ Raasi/ Birla/ Coromandal/ with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, etc., complete and as specified and directed by Engineer-In-Charge.
100
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-
Supplying and providing Reinforced Cement Concrete (RCC) manufactured by approved RMC, Grade M - 30 with Minimum Cementitious Content 390 Kg/Cum up to specified height/level. The Cement used shall be Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 manufactured by M/s. ACC/ Ultra Tech/ Raasi/ Birla/ Coromandal. The Aggregates used shall be conforming to IS 383 with fine aggregates as crushed stone sand and coarse aggregates as graded stone aggregates with 20mm maximum size including mixing super-plasticizer manufactured by M/s. FOSROC/ SIKA/ BASF/ CICO in proportion as per Manufacturer's Specifications. Also, including Pumping/Lifting concrete to the required heights/levels, profile/slope, placing, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement etc., complete and as specified and directed by Engineer-In-Charge.
-
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Below FFL
230
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Above FFL
425
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Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-35 insitu mixing BY WEIGH BATCHER using ordinary Portland Cement conforming to IS 8112 (M/s. ACC, Ultra Tech, Raasi, Birla, Coramandal, M/s. Andhra Cement Ltd., KCP), crushed stone sand , graded stone aggregate of 10 mm maximum size at and at all depths and heights below and above plinth level including mixing superplastizer (M/s. Fosroc, Demach, Huntsman, Pedilite, Sunanda Chemicals, Agro Chemicals, MBT) in proportion as per manufacturer’s specifications including necessary shuttering, providing and fixing cover blocks of required sizes, consolidation finishing as specified, curing, making casting yard and curing tank, stacking carefully at casting yard and transporting to the site of use placing in position as shown in drawings, aligning, leveling, making good all the damaged surfaces etc., complete as directed for covers for storm water drains/trenches/manholes etc. with and without holes including formwork but excluding reinforcement.
10
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III. FORM WORK :
-
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Providing Centering and Shuttering using good quality Densified Film-Faced Plywood of minimum 12mm thick approved make conforming to IS 4990 including strutting, propping, staging made out of steel frames/H-frames/ Mild Steel (MS) Pipes/Cup and Lock System etc., and removal of the same as required including Tie-rods, chamfers, splays, keys, wedges, nails, bracings, brackets and applying 1(One) coat of shuttering oil (Cemol/Fosroc make/any other ) on all shuttering surfaces coming in contact with concrete, including Concrete Cover Blocks etc., if required, for Reinforced Concrete and in Plain Cement Concrete works etc., complete and as specified and directed by Engineer-In-Charge. NOTE: The Formwork shall be designed and got approved from the Design Section before erection
-
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a) Below and Upto Finish Floor Level
660
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b) Above Finish Floor Level
3450
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IV. REINFORCEMENT, STRUCTURAL STEEL & PEB
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Supply, fabrication and erection of Reinforcement bars for Reinforced cement concrete items at and at all depths and heights below and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more conforming to IS 1786 of Tata, Vizag steel, Sail, JSW, JSPL make, including transport to site, loading and unloading, making fan hooks of required shape, dowels for bonding masonry, transporting steel to site, decoiling, removing of scales, straightening, cutting, bending, fixing bars with chairs, space bars wherever required, in position with two strings of 18 gauge soft drawn annealed MS binding wire inclusive of its supply etc., complete as specified and as per direction of Engineer- in-Charge.
99
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-
Providing and fixing in position Anchor Shells/Expansion shells of dia upto 20mm and length upto 200mm of approved make of Hilti, Fischer or Bosch of best quality of diameter as specified for anchoring supporting structural steel columns of required size/length including drilling holes in RCC flooring, cleaning of holes, aligning bolts to position, proper level, Bolts,Washers Labour, etc., complete as directed. Note: All the bolts, nuts and washers shall have Galvanized Coating. MTC shall be submitted for Coating and Mechanical Properties
20
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Placing shear connectors of upto 20 mm dia TMT re-bar into the RCC member including drilling necessary holes to required depth using drill machine, cleaning the holes and removing dust, dirt , etc and supplying and anchoring with epoxy based resin grout material of Fosroc Lokfix E77 or equivalent make complete with cost of materials, labour, tools as per specifications and directions of engineer in charge. NOTE: Reinforcement for Shear Connectors shall be measured seperately for payment.
50
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Supplying, fabricating, erecting and fixing in position, MS/GI insert plates/ embedded plates/rolled sections such as angles, channels, Tees, flats, etc./pipes (medium quality) conforming to relevant BIS codes of required shape and size, welding anchoring legs not less than 12mm dia TMT bars, placing in position in concrete while casting, including painting with 2 (Two) coats of PU paint of male M/s Fosroc (Dekguard PU)/Pidilite/Asian Paints/Berger/Dulux over 2 (Two) coats of epoxy zinc rich primer of make Fosroc (Nitozinc primer)/Pidilite/Asian Paints/Berger/Dulux wherever required, fixing in line, level and plumb complete as directed. Note: TMT bars will be paid under relavant item.
2
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Supply, Fabrication and erection of Structural Steel work using rolled steel joists, angles, channels, plates, chequered plates, flats, Square Hollow Sections/Rectangular Hollow Sections/Steel Tubes conforming to IS 4923/ IS 1161 in built up sections, Trusses (Complete Truss system consisting of Trusses, Purlins, Bracings, Gates, Chain Link Posts, Gusset Plates, Base Plates etc.,), framed work, mezzanine, trestles, PEB structure (Bracings, Struts, walkway platforms, staircase etc.), including cutting, hoisting, fixing of M/s. Tata, Vizag Steel, JSW, SAIL of strength not less than Grade E 250 IS-2062:2011 including providing Bolts and Nuts and other accessories wherever required, arc welding with electrodes conforming to IS 814 of make Advani, D&H, Philips, surface preparation by cleaning with wire brush painting with 3 (Three) coats of PU paint of male M/s Fosroc (Dekguard PU)/Pidilite/Asian Paints/Berger/Dulux over 2 (Two) coats of epoxy zinc rich primer of make Fosroc (Nitozinc primer)/Pidilite/Asian Paints/Berger/Dulux, complete as specified and directed Note:1) The bolts used shall conform to A325 ASTM standards to 8.8 designation High tensile bolts conforming to IS: 3757. All the Bolts, Nuts and Washers shall be Cadmium Coated. 2) One additional coat (Third coat) of paint as per specifications shall be applied on Structural Steel after erection and no extra payment will be made for the same.
10
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V. STONE MASONRY :
-
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Random rubble masonry as per IS 1597 with hard stone with Cement mortar 1:6 (1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 6 crushed coarse sand (conforming to IS 2116)) at following depth and height including scaffolding, raking out joints, simultaenous flush poining, curing, complete as specified and directed.
10
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-
VI. BRICK MASONRY :
-
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Brick work as per IS 2212 using fly ash bricks conforming to IS 12894 of Class Designation 7.5 and above as specified at height/depth mentioned below with cement mortar 1:6 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 6 crushed coarse Sand (conforming to IS 2116)} including raking out joints, curing, scaffolding etc., complete as specified and directed.
-
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a) At all depths below FFL
35
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b) Above FFL upto V floor level
190
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-
Half brick masonry as per IS 2212 using fly ash bricks conforming to IS 12894 of class designation 7.5 or above as specified above FFL upto V floor level in partitions walls in cement mortar 1:4 (1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 4 crushed coarse sand), including scaffolding, raking out joints, curing and with Reinforced Cement Concrete (RCC) M15 (1:2:4) stiffeners of depth 75mm at every 900 mm height including form work, curing etc., complete as specified and directed, but excluding reinforcement. Note: Reinforcement will be measured and paid for separately under relevant item of schedule
50
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-
VII ROOFING & Flooring :
-
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GSB:
Construction of Granular sub-base by providing HBG material conforming to Grading-ii of MoRTH Table 400-1 including cost, (excluding seigniorage) charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator/approved means at OMC and compacting with vibratory roller of 8 to 10 Tons Capacity/approve means to achieve the desired density etc., complete for finished item of work as per MoRTH Specification 401(5th revision and as directed by Engineer-in- Charge. Note: ( Payment will be made based on levels for finished item of work).
280
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-
Providing and fixing 16 to18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone for floor/treads/ risers /steps / dado/ ramps/window sills/jambs of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse crushed stone sand)/ 12 mm thick, 1:3 (1 cement : 3 coarse crushed stone sand) cement mortar/chemical adhesive, joints treated with epoxy grout, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels for stair case, steps, counter wash basin, window sills/jambs etc. including cost of single/double nosing, making 3 no of grooves for saircase treads etc. all complete as specified and as directed
100
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-
Epoxy Self Smoothing System 4mm thick including Coving
Surface Preparation
Preparing the existing surface of floor by diamond shot blasting / scarification and cleaning by wire brushing etc, to remove all dirt, dust, oil etc to expose clean sound base concrete substrate. Treating construction and control joint using epoxy resin screed / mortar after cleaning the grooves and ensuring in dry condition. Any imperfections and patches in the concrete floor shall be inspected and rectified at extra cost. Floor condition shall be of Trimix, and moisture content of concrete flooring should be less than 5%. Epoxy Floor Topping
Supply and application of epoxy flooring not less than 4mm thickness with Nitoflor EU5 or approved equivalent epoxy underlay using self-smoothing screed at 2mm applied at coverage of 2 litres / sqm over a Nitoflor EU5 or approved equivalent priming layer of solvent free epoxy primer. Overlay the topping using Nitoflor SL 2000 or approved equivalent epoxy resin pigmented self-smoothing system at 2mm thick for the designated working area after the complete surface preparation. The topping shall achieve a minimum compressive strength of 50 N/mm², flexural strength of 26 N/mm², tensile strength of 12 N/mm² at 7 days when tested to BS6319, Abrasion resistance: 0.1mg / cycle loss tested with CS 17 wheels, Adhesion strength 1.5 N/mm², Shore D Hardness 75. At 27°C, it shall be capable of accepting foot traffic at 24 hours and vehicular traffic at 48 hours
Epoxy Coving:- Providing and applying coving of size 50mm x 50mm with average thickness of 10mm using Nitoflor TF 30 or approved equivalent , epoxy resin screed applied over Nitoprime 25 or approved equivalentwhile the primer is in tacky condition. The starting & end portions of coving shall be anchored to floor and wall after taking the grooves in the floors and walls. The coved surface shall be applied with approved shade of Nitoflor FC 150, High build solvent free epoxy coating at 500microns thickness as per specification
500
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-
VIII: DOORS, WINDOWS & ROLLING SHUTTERS ETC :
-
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Providing and fixing of Hollow metal fire rated doors as per IS 3614 part-1 & part-2 for stability and integrity. Pressed Galvanized steel confirming to IS 277 with the following specification. Recommended fire door shall have doors tested at CBRI or ARAI for maximum rating of 2hrs with vision panel. Test certificates should be available for vision lites /panels as part of the fire door assembly. Independent glass test certificates will not be accepted. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied should be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory. Approved manufacturer Shakti Hormann or approved equivalent. Door frame shall be double rebate profile of size 125 x 55 mm made out of 1.60mm (16gauge) minimum thick galvanized steel sheet. Frames shall be Mitered and field assembled with self tabs. All provision should be mortised, drilled and tapped for receiving appropriate hardware. Rubber door silencers should be provided on the striking jamb. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement & sand slurry necessary for fire doors on the clear masonry opening. Door leaf shall be 46mm thick fully flush double skin door with or without vision lite. Door leaf shall be manufactured from 1.2mm (18guage) minimum thick galvanised steel sheet. The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. All doors shall be factory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided as per manufacturers recommendation with a beeding and screws from inside. The glass should be 6mm clear borosilicate fire rated glass of relavant rating of the door. All doors and frames shall be finished with powder coating of minimum 50 micron thickness of approved colour. The door leaf and frame shall have passed minimum 250 hours of salt spray test. Rate should include supply and installation of door and hardware set as mentioned in the door and hardware schedule. With vision panel with hardware set for each leaf as follows: Ball bearing butt hinge 4" x 3" x3 mm nos as per required in SS Mortice sash lock 50mm BS, 20mm sq for end strip, SSS 1" 6 pin EP cyl. L=70mm both side keys in SNP (1 each) Tubular lever handle with roses and esc. SSS (1 each) Door closer spring size 3 with standard arm, CE mark
16
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Supplying and Fixing in position Mosquito/Fly proof stainless steel wire mesh of grade 304, with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood/aluminium beading as specified and directed complete. Note: Aluminium beading will be paid under relavant item.
56
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Providing and fixing glazing with 5 mm thick plain float glass of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including EPDM gasket as per the drawing and as directed for window shutters.
56
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-
Providing and fixing in position epoxy powder coated (minimum thickness of power coating 50 microns)Aluminium partition/door/windows/ventilators/louvers with single/double side hung/tophung/sliding shutters etc. using extruded built up standard tubular and other sections of approved make (Jindal Delux Series (Domal)/Hindalco/Indal sections or its approved equivalent sections) and confirming to IS 733 and IS 1285 of required available colour, manufactured to relevant IS Standard Specifications including applying Epoxy coating of required thickness, fixing with rawl plugs and screws or fixing with clips or with expansion hold fastners, including locking arrangement for windows, handles, aldrops, door stopper, magnetic catcher, hinges, friction hinges, aluminium push plates, sliding rollers, aluminium hardware fixtures, cleat angles, beadings etc as per the requirement, gaps of structural opening to aluminium frame work to be filled with siliconate / polysulphide sealant, fixed suitably to brick wall RCC column structures complete as directed.
NOTE: Aluminium sections such as shutter frames, window / door frame, beading channel for glass/adjustable louvers/mosquito mesh, door handles, louvers etc., shall only be measured linearly as per actual / finished cutting size and multiplied with sectional weight of the individual section and the total quantity of aluminium section will be arrived at for payment without any allowance for wastage. No separate payment shall be made for fittings such as locking arrangement, hinges, friction hinges, rollers, door stoppers, magnetic catchers, fittings and fixtures, gasket, cleat angles etc.
680
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-
Supplying and fixing in position approved motor automatic operated (push & pull) steel rolling shutters made from M.S. lathes of not less than 1.25 mm thick including supplying and fixing all necessary fixtures, fittings, top hood, guide channels, shutter suspension shaft not less than 6", ceiling strips providing approved quality of ball bearings, locking arrangements, handles, lugs, cutting, drilling necessary holes in concrete, grouting lugs with cement concrete 1:2:4, including providing and fixing not less than 1.0HP motor of Crompton Greaves, Kirloskar, L&T, Jielong along with other accessories for On and Off, level switch ). connected operatable, applying one shop coat of approved Zinc chromate primer and two coats of synthetic enamel paint complete as shown in the drawing and as directed (measurement for rolling shutters will be as per the structural openings, hoods shall not be measured separately).
30
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IX. PLASTERING AND POINTING :
-
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Cement plastering 6 mm thick for ceiling with cement mortar 1:3 (1 cement :3 river sand) finished smooth finish with including hacking of concrete surfaces, preparation of surface, steel/tubular scaffolding, curing, etc., complete as directed.
475
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-
Cement plastering 15 mm thick for internal walls in cement morar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 4 River Sand (conforming to IS 1542)} fininshed smooth at all height above plinth level over brick walls or concrete surface including making necessary grooves in between junctions or brick masonary and RCC , providing & fixing GI plaster mesh/chicken mesh 150 mm wide along route of walls chipped for services, junction between RCC and brick walls and also other places wherever required over brick walls or concrete surface preparation of surface, steel/tubular scaffolding curing etc., complete as specified and directed.
385
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-
Cement plastering 20mm thick in Two (2) coats over exterior masonry and concrete surfaces at and at all heights/depths above/below plinth level with 12mm thick base coat in Cement Mortar 1:4 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.) : 4 River Sand (conforming to IS 1542)}, 8mm thick finishing coat in Cement Mortar1:3 {1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd., KCP) : 3 River Sand (conforming to IS 1542)}, final rendering including addition of approved integrated waterproofing compound @ 2% by weight of cement or as per manufacturer’s Specifications for the base coat of make M/s. Fosroc/Demech/ Huntsman/ Pidilite/ SIKA Qualcrete / MBT/Sunanda Chemicals, making necessary grooves, bands, drip moulds, providing & fixing GI plaster mesh/chicken mesh 150 mm wide along route of walls chipped for services, junction between RCC and brick walls and also other places wherever required over brick walls or concrete surface preparation of surface, steel/tubular scaffolding curing etc., complete as specified and directed.
385
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-
Providing and applying white cement based putty in two coats (Internal Work) with average thickness not less than 1 mm, (Old & New Work) of Birla make or any other approved manufacturer, over the plastered wall surface (external/internal) to prepare the surface even and smooth complete.
1360
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-
Water proof plaster in cement mortar 1:3 ,with waterproofing compound make of ( M/s Fosroc , MBT, Sika, Sunanada Chemicals etc.) @ 2% by weight of cement including scaffolding, curing, hacking of concrete surfaces etc. Complete a) 15 MM thk for underground drains/cable trench etc.
500
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-
X. PAINTING:
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INTERNAL PAINTING ON NEW WORK :- Applying 3 or more coats of interior premium emulsion paint of Asain Apcolite suprema /Dulux interior acrylic premium emulsion of required shade of interior grade, having VOC content less than 50 grams/liters including one coat of approved suitable interior primer at all heights above plinth level inside rooms etc., complete and as complete and as directed.
860
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-
EXTERIOR PAINTING ON NEW WORK :- Applying of Two or more coat of elastomeric liquid applied water proofing membrane of asain paint damp proof advance or Dulux Aquatech Flexible damp proof base coat or on surface of vertical wall shall be applied as per manufacture specification.
Finishing walls with 2 or more coat of 100% Premium acrylic Smooth waterproof exterior finish emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS:15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Dept Tinted) with silicon additives, equal to asain paint ultmia protek or Dulux Professional weathershield Flexx or Paints can be obtained from approved make from M/s. Asian, Dulux, Berger, Johnson & Nicklson, Nerolac, Pidilite or any other make etc., complete and as directed.
385
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-
Painting On Old Surface :- External Surface Damp proofing
Applying of one or more coat of elastomeric liquid applied water proofing membrane of asain paint damp proof advance or Dulux Aquatech Flexible damp proof base coat or on old painted surface of vertical wall shall be applied as per manufacture specification. The damp proof shall be applied after surface preparation as mentioned above etc., complete and as directed. (if item is included than exterior primer is not required)
Painting
Finishing walls with 2 or more coat of 100% Premium acrylic Smooth waterproof exterior finish emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS:15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Dept Tinted) with silicon additives, equal to asain paint ultmia protek or Dulux Professional weathershield Flexx or .
Above Paints can be obtained from approved make from M/s. Asian, Dulux, Berger, Johnson & Nicklson, Nerolac, Pidilite or any other make etc., complete and as directed. (This item Shall be used after application of Damp poof., Hence primer is not required)
265
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-
Painting On Old Surface :- Internal Surface preparation i) Removing the existing white or colour wash by scrapping, sand papering on etc., complete and asbuilding etc.,
ii) High pressure machine Jet wash on the surface of wall and make it dry for 12 hrs.
iii) Filling the cracks by crack seal of approved brand of asain/JK/Birla/Dulex/Nerolec or . iv) cleaning the surface thoroughly before applying paint.
Painting :- Applying 3 or more coat of interior premium emulsion paint of Asain Apcolite suprema /Dulux interior acrylic premium emulsion of required shed of interior grade, having VOC content less than 50 grmas/liters including one coat of approved suitable interior primer at all heights above plinth level inside rooms etc., complete and as complete and as directed.
500
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-
XI. WATERPROOFING :
-
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-In-Charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-In-Charge over 20 mm thick layer of cement mortar of mix 1:5 (1cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-In-Charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-In-Charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-In-Charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. NOTE :- 1)The treatment shall be tested by ponding water for a period of 10 days. If due to location of rain water pipes the average thickness of treatment exceeds 110 mm for easy flow of water the extra brickbat coba will be paid as extra item and the rate for the same to be got approved from the Department before execution 2) The waterproofing treatment is to be guaranteed for bone-dry condition for a period of 10 years in the prescribed proforma. 3) The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace.
475
-
-
XII. MISCELLANEOUS ITEMS :
-
-
-
Providing and fixing stainless steel ( Grade 304) railing of make Jindal Stainless (JSL) made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge,
1000
-
-
Providing GI pipe hand rail made out of 32 mm /25 mm nominal bore GI pipes (Jindal, Tata or equivalent) of medium quality conforming to IS 1239, 32 mm n.b. as top fabricated horizontal and vertical members and 25 mm nominal bore as middle and /bottom horizontal members at and at all heights above plinth level, cut to size and shape including necessary bends, tees or with welding as required and fixed in position by grouting or by welding to insert plates provided etc., complete, painting with 2 (Two) coats of PU paint of male M/s Fosroc (Dekguard PU)/Pidilite/Asian Paints/Berger/Dulux over 2 (Two) coats of epoxy zinc rich primer of make Fosroc (Nitozinc primer)/Pidilite/Asian Paints/Berger/Dulux., complete as specified and directed.
1500
-
-
Supplying, lowering, laying, RCC SPUN PIPES of class and internal dia mentioned below conforming to IS:458 with necessary collars, laid to correct grade and levels at and at all depths below plinth level including cutting to lengths, jointing with hemp yarn and cement mortar 1:1, caulking the joints and finishing, curing, etc., complete as specified and directed.
-
-
-
a) 150mm NB NP-2
10
-
-
b) 300mm NB NP-2
10
-
-
c) 600mm NB NP-3
10
-
-
Designing, fabricating, testing, installing and fixing in position Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:
(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrationsand serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing d) Aluminium framing work over MS tubular structural frame work using 50x50 mmX1.6 mm Alluminium hollow square section of make Jindal/Hindalco or approved equiavalent.
The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge.
However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
200
-
-
Supplying and fixing Hollow Titanium/Platinum letter (Hindi, English, Telugu) of min 22 inch in height and minimum 15 inches of width backing with premium quality LED waterproof lights, fixed up to height of 15 mtr inline and level including all electrical accessories complete as per direction of Engineer-in charge (Near by Electrical Source will be provided by the department.
5000
-
-
Supply and fixing of 16-18mm thick polished and machine cut Z-black granite stone plaque of required size including machine engraving of gold color text and logos, fixing of plaque either using granular sand particles mixed with araldite or other special adhesive of approved make over 12mm cement mortar (1 cement: 3 coarse sand) or using tile adhesive MYKlaticreet 335 or approved equivalent, including make the surface rough before fixing of plaque, complete as directed by EIC.
1.5
-
-
Providing corrosion resistant treatment to floors and wall by bitumen primer conforming to IS 158 with chemical resistant unpolished vitrified tiles of required thickness mentioned below confirming to IS:4457 (Endura of M/s.. H & R Johnson India limited) to resist corrosion action of nitric acid (HNO3) up to 60% concentration, caustic tlie 40% concentration and organic solvents (also to water in open areas which requires acid resistant polyester mortar) including preparing the surfaces, hacking and cleaning etc. complete as per specifications and as per IS 4457 : Latest Edition and as directed by engineer-in-charge to suit the above requirements and the thickness as mentioned below as per by manufacturer's recommendations, relevant standards and as directed by engineer-in-charge.
-
-
-
20 mm thick tiles of approved size and shade using potassium silicate bedding mortar as per IS:4832, curing the joints with 20 to 25% HCL, pointing the joints using carbon filled Sulphur cement
20
-
-
12 mm thick tiles of approved size and shade using potassium silicate bedding mortar as per IS:4832, curing the joints with 20 to 25% HCL, pointing the joints using carbon filled Sulphur cement.
80
-
-
Providing and fixing 110 mm n.b.un-plasticised PVC rain water pipes with necessary PVC clamps and wooden gutties of approved make conforming to IS: 13592 type ‘A’with injection moulded fittings jointing with approved synthetic adhesive seal rings conforming to IS: 5382 embedding the slab junctions leakproof testing complete in line, level and plumb all as directed.
160
-
-
Providing and fixing G.I. chain link fabric fencing, made of G.I. wire of dia not less than 4.00 mm of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
250
-
-
XIII. ROAD WORK :
-
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge
800
-
-
Reinforced Cement Concrete by insitu mixing using Weigh Batching or approved RMC of Grade M - 20 (Minimum Cementitious Content not less than 320 Kg/Cum) up to specified level using using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. FOSROC ,SIKA,BASF,CICO in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, power trowelling, providing broom finish, curing, etc., including formwork as specified and directed for pavements/road . Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas.
90
-
-
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge
75
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete including two coats of approved primer and two coats of ready mix paint as per IS 164 etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
10
-
-
XIV UTILITITES AND FIRE HYDRANT LINE:
-
-
-
Supplying, fabricating and erecting / fixing in position the piping either inside plant building / in yard, at all elevations as indicated in the relevant drawings. Following specified materials shall be used. (1) Pipe: Carbon steel bevelled end seamless pipes conforming to ASTM A 106 Gr.B & dimensions conforming to ANSI B36.10 of approved make;
(2) Fittings & Flanges: Carbon Steel fittings and flanges confirming to IS:6392 and dimensions conforming to ANSI B16.5 for Class 150 with 3mm thk neoprene gaskets of suitable grade, fastened using suitable carbon steel bolts, nuts and washers, as directed by EIC.
(3) Welding & Clamping: Pipes to be welded using E-6010 / E-6011 / E-6012 / E-6013 / ER-308L electrodes of make M/s Ador / Advani / D&H / Phillips and to be supported with suitable clamps on mild steel structural frame work / tee supports. (4) Painting: Pipes to be painted with 2 coats synthetic enamel paint of make M/s Asian Berger over one coat of zinc chromate primer after proper surface preparation to the satisfaction of EIC.
(5) Testing & commissioning: Pipelines to be DP tested and hydraulically tested segment wise at a pressure of 15 bar followed by flushing and commissioning including cost of all consumables, labour, etc., complete as directed by EIC
-
-
-
a) 80NB
15
-
-
b) 200NB
100
-
-
Providing and fixing best Indian make C.I. GATE/SLUICE VALVES with flanged ends manufactured by M/s. Kirlosker, Leader, Audco, conforming to IS: 14846 Latest Edition , for water pipes, making necessary flanged joints providing and welding to pipe the matching companion flanges conforming to table E ,BS-10, providing all jointing materials like bends, elbow, tee, flanges, gaskets, bolts, nuts etc., testing the valves and joints for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc., complete as specified and directed.
-
-
-
a) 80NB
2
-
-
c) 200NB
2
-
-
Extra over painting of pipe lines for providing Coating and wrapping of the pipe lines (including fittings) consisting of one coat each of coal tar primer and enamel, cold wrap of impregnated fibre glass, of suitable width, of PIPEKOTE or Rust free make, including thermofusioning of polyethylene layer of coat using thermo torch, seal coating, overlapping not less than 25mm, testing of coating by holiday testing conforming to IS 10221, cleaning pipes etc., complete and total thickness of coat not less than 4 mm, complete as specified and directed.
25
-
-
SS Fire Hydrant valve( landing valve) of 63 NB of bearing and conforming to IS 5290, of SS 304, of Harihant Engrs, Priyanka Ind, Vimco, AAG make fixing valve to companion flange using 3mm thick AC gasket, bolts and nuts complete as specified and directed.
4
-
-
Providing and fixing Fire hose cabinet of 750 x 600 x 250 mm made out of 18guage MS sheet, standard design and pattern , 3mm thick glass panes, with lockable shutters, lock and key, cabinet to accommodate 2 nos of fire hoses and one nozzles including supplying 2 nos of RRL fire hoses of 15m length each with SS 304 couplings on either side, one SS nozzle of 300mm length bore 20mmm bearing and conforming to IS 903 complete as specified and directed.
4
-
-
XV: DISMANTLING ITEMS:
-
-
-
Dismantling/breaking the existing plain cement concrete surfaces carefully in flooring, platforms etc. to the required size, using pneumatic cutters or any approved means including disposing of debris within a distance of 50 m etc., complete as specified and directed.
15
-
-
Dismantling very carefully the existing reinforced cement concrete at all depths and heights below and above plinth level using pneumatic cutters or any approved means including cutting the reinforcement and transporting bars to departmental stores disposing the debris within the lead of 50 m complete as specified and directed for RCC pedestals.
25
-
-
Dismantling very carefully the existing Brick masonry in cement motor with plastering on both sides very carefully at depths/heights above/below plinth level by suitable methods including erection of suitable scaffolding, stacing of useful materials and disposing the unserviceable debris within the lead of 50m, etc., complete as specified and directed.
20
-
-
Dismantling very carefully the existing RR masonry in basement below/above FFL at all depths and heights including erection of suitable scaffolding, stacking of useful materials and disposing the the unserviceable debris within the lead of 50m etc., complete as specified and directed,
5
-
-
Dismantling the existing aluminum/wooden/MS/Metallic/Non-metallic doors/windows/partition/rolling shutters of all types carefully removing of glass panels, particle boards,chowkhats, holdfasts, fixtures, fittings etc., with all necessary scaffolding and stacking properly at a distance of 100m and depositing the same in NFC store as directed by the Engineer-in-charge
100
-
-
Dismantling very carefully the existing MS/GI/CI pipe of various dia for various services/hand rail with all fittings and fixtures etc., cutting the pipeline after shutdown, stacking with in a lead of 50 m, including providing dummy flanges with approporiate gasket to the remaining pipe.
-
-
-
a) Upto 40 mm dia.
20
-
-
b) Above 40mm dia.
20
-
-
Removing carefully existing chainlink fabric from angle iron posts and struts by removing hook bolts, nuts, etc, straightening GI rods (vertical as well as horizontals) etc., rolling back the removed chainlink, collecting hooks, bolts and nuts, stacking including cutting of iron angle posts, dismantling of PCC pedestals, transporting the materials to Departmental stores etc., complete as directed by Engineer-in-charge. Note:
Area of the chain link fabric will be measured for payment.
176
-
-
Dismantling very carefully the existing structural steel work at all levels in MS structural sections like angles, channels, MS plain/chequered plates, flats, tubular gates etc., including scaffolding, cutting of structural steel members by gas cutters or by any approved method, removing the nuts, bolts etc., as required, lowering stacking the reusable material at site and transporting the material to Departmental stores etc., complete as directed
5
-
-
Demolishing pitching/soling/paver blocks/kerb stones in roads, floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead
5
-
-
Dismantling cement Asbestos sheet/galvalume sheet/roof sheeting or other material roofing along with ridges, hips, valleys and gutters, including scaffolding and stacking the material within 50 metres lead.
50
-
-
Dismantling bituminous road manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
50
-
-
XVI TO XXVIII : ELECTRICAL ITEMS Supply and installation of following sizes of Sudhakar/AKG make PVC conduits confirming to IS with accessories like bends, couplers etc in roof slab, wall including chasing of wall fixing the conduits and filling the chase with cement mortar and making good of the surface etc complete
-
-
-
25 mm dia 2 mm thick conduit of Medium Duty
-
-
-
Supply
400
-
-
Installation
400
-
-
25 mm Couplers
-
-
-
Supply
100
-
-
Installation
100
-
-
25 mm Moulded Bends
-
-
-
Supply
60
-
-
Installation
60
-
-
Supply and installation of 4 way 25 mm dia PVC junction boxes of Sudhakar/AKG make with required dummies, in wall including chasing of wall, fixing the junction box and filling the chase with cement mortar and making good of the surface etc complete
-
-
-
Supply
40
-
-
Installation
40
-
-
Supply and installation of Sudhakar/AKG make 4 way 25 mm dia PVC Deep junction boxes in slab with required dummies
-
-
-
Supply
50
-
-
Installation
50
-
-
Supply and installation of 150 mm dia PVC fan boxes with MS hook for supporting the fan on to the ceiling with suitable cover
-
-
-
Supply
10
-
-
Installation
10
-
-
Supply and Installation of 16 guage sheet steel switch board boxes of following sizes including chasing of wall and filling the gap with cement mortar and making good of the surface etc complete.
Make: Legrand or equivalent
-
-
-
2 module
-
-
-
Supply
2
-
-
Installation
2
-
-
4 module
-
-
-
Supply
2
-
-
Installation
2
-
-
6 module
-
-
-
Supply
4
-
-
Installation
4
-
-
8 module
-
-
-
Supply
5
-
-
Installation
5
-
-
Supply and installation of vertical model double door TPN/SPN Distribution boards with minimun IP 43 of S8 way vertical TPN MCB DB with following components.
a. 63A , 100mA FP RCBO - 1 No Incomer
b. 10 A SP MCB - 12 Nos
c. 25A SP MCB -12 Nos Make: LEGRAND, HAGER, SCHNEIDER, SIEMEN
-
-
-
Supply
1
-
-
Installation
1
-
-
Supply and installation of modular surface mounted PVC switch boards with PVC box, face plate, frame of following sizes with latest model rugged modular type sparkproof switches and shuttered sockets of Crabtree Murano/ Northwest Artisa/ Legrand Arteor/ Schneider Electric Zencelo
-
-
-
8 modular switchboard with 8 Nos of 6A Switches
-
-
-
Supply
3
-
-
Installation
3
-
-
8 modular switchboard with 4 Nos 6A Switches and 4 No s of electronic Fan regulator
-
-
-
Supply
2
-
-
Installation
2
-
-
6 modular switch board with 2 Nos 6A/16A Sockets & 2Nos 16A switches
-
-
-
Supply
4
-
-
Installation
4
-
-
4 modular switch board with 4Nos of 16A switches
-
-
-
Supply
2
-
-
Installation
2
-
-
2 modular switch board with 1Nos of 6A switch of 2 way
-
-
-
Supply
2
-
-
Installation
2
-
-
Supply and pulling of following sizes of flexible FRZH copper wires to be drawn in already concealed PVC conduit/channels with ferruling & terminations on both ends excluding cost of pipes, channels and switch boards.
Makes: KEC INTERNATIONAL LTD, KEI INDUSTRIES LIMITED, TORRENT POWER LIMITED, UNIVERSAL CABLES LIMITED
-
-
-
1.5 Sq.mm FRZH Copper wire
-
-
-
Supply
1000
-
-
Installation cost
1000
-
-
2.5 Sq.mm FRZH Copper wire
-
-
-
Supply
500
-
-
Installation
500
-
-
LED high efficient 4ft batten type light fitting with CRCA housing, with output 4000 Lumens, Luminaire efficacy of around 110 lm/W, IP20, surge protection of minimum 4KV, driver efficiency 80%, power factor0.95, THD10%, CRI80, CCT-5700K, voltage range 180-270V AC, Ripple5%, Electrical insulation class-1, EMI/EMC compliance.
-
-
-
Supply
50
-
-
Installation cost
50
-
-
Supply and fixing of 230V, 1200mm sweep Energy efficient 5 star rated remote operated BLDC Ivory coloured ceiling fans with 30W power consumption with required downrods with all required accessories.
Warranty: 2 Years
Makes: CG HS, KHAITAN URJA, ORIENT ELECTRIC ECO TECH, BAJAJ ENERGOS, USHA ENERGION 32
-
-
-
Supply
8
-
-
Installation
8
-
-
Supply and fixing of 450mm sweep Single phase heavy duty industrial exhaust Fans with air delivery 2000 M3/Hr with all required supports and accessories
Makes: ALMONARD, BAJAJ, CG, USHA, ORIENT, KHAITAN, MARATHON
-
-
-
Supply
6
-
-
Installation
6
-
-
Supply and installation of 32 x 20 mm DLP plastic trunking system with required clamps for fixing, cover, end caps etc complete including required angles and junctions
-
-
-
Supply
50
-
-
Installation
50
-
-
Supply and installation of 100 mm width, 50mm height of 2mm thickness hot dip GI perforated cable trays along with tray cover
-
-
-
Supply
30
-
-
Installation
30
-
-
Supply and fixing of 50 x 6 mm hot dip galvanised GI strip for earthing by clamping on walls/trays/trench with all required accesories
-
-
-
Supply
200
-
-
Installation
200
-
-
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