Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Electronics Equipment
Electrical and Electronics
Eprocure
Opening Date27 Dec 2024
Closing Soon10 Jan 2025
Tender Amount₹ 6,25,00,000
Costs
EMD
₹ 12,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NFC_841508_2Tender No
C/1373/2024Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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a) Girth from 301 to 600mm.
15
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b) Girth from 601 to 1200mm.
40
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c) Girth from 1201mm and above.
50
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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, 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.
1700
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b) Above 1.50 m to 3.00 m depth from average ground level.
1200
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c) Above 3.00 m to 4.50 m depth from average ground level.
170
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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 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.,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.
510
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b) Above 1.50 m to 3.00 m depth from average ground level.
360
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c) Above 3.00 m to 4.50 m depth from average ground level.
51
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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, diamond wire rope cutting etc., 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.
170
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b) Above 1.50 m to 3.00 m depth from average ground level.
120
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c) Above 3.00 m to 4.50 m depth from average ground level.
17
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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
500
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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
3500
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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.
10800
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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
50
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Supplying and filling with sand around machine foundation to act as dampener etc. including watering, ramming, consolidating and dressing complete as specified and directed
5
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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.
3500
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b) For Debris/rock 1Km lead
3000
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II. CONCRETE (PLAIN AND REINFORCED) :
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Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 with Minimum Cementitious Content not less than 250 Kg/Cum (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) 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, complete as specified and directed. Note: 1.The blended cement i.e., PPC shall not have more than 35% of pozzolanas
160
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Reinforced Cement Concrete by insitu mixing using Weigh Batching or approved RMC of Grade M - 35 (Minimum Cementitious Content not less than 440 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, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed.
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Below FFL
750
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Above FFL
32
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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.
15
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III. FORM WORK :
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Providing centering and shuttering using good quality densified film-faced Plywood of at least 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 chamfers, splays, keys, wedges, nails, bracings, brackets and applying One (1) coat of shuttering oil (Cemol/Fosroc make/any other ) on all shuttering surfaces coming in contact with concrete,including PVC cover blocks etc., if required, for insitu Reinforced Concrete and in Plain Cement Concrete works etc., complete as specified and directed. 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
1205
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b) Above Finish Floor Level
150
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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.
86
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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
50
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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.
5
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Supply and Fabrication at Factory, Pre Engineered Frames, Purlins, Side cladding runners (Girts), sky lights, roof extractors, ventilators etc., by cutting, welding, straightening at workshop, conveying, assembling, erecting at work site at all levels by bolts and nuts including subsequent field welding, drilling, grinding, bolting wherever required and hoisting in position for structural steel work. The job includes provision of cold formed sectional members for Z purlins/girts, pre-engineered frames using M.S Plates, tie beams, catwalk, crane girders, platforms, ladders for the members wherever required as per design, suitable supporting system for fixing polycarbonate/translucent sheeting to prevent dislodging etc., complete as specified and directed.
Note: 1) Preparation of detailed fabrication drawings shall be in the scope of the contractor. Contractor shall submit hard and soft copies of the same for approval from the department before fabrication. No extra payment will be made for the same. GA drawings will be provided by the department.
2) Torquing machine gun shall be used for torquing of bolts.
3) Required number of Boom lifters/scissor lifters shall be deployed for working at heights at no extra cost.
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Supply, Fabrication and Erection of Primary Structural Steel Members including rafters, columns, Crane Gantries, Bracings, Walking Platforms, Stairs/Ladders etc., of built up sections made out of M.S Plates having minimum thickness of 6.00mm and minimum strength not less than Grade E 350 as per the Table -1 of IS 2062 : 2011 to relavent ASTM manufactured by M/s. Tata, Vizag Steel, Jindal, SAIL make including painting with Three (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, including welding with MIG/MAG welding in a well established workshop using electrodes or fillers of make M/s. L&T, D&H, Advani, etc., transportation of members to site, bolting/ welding at field by MIG/MAG, erecting members using suitable cranes/jigs/pulleys in line , level, plumb etc., complete as specified and directed. NOTE: 1) The bolts used shall conform to A325 ASTM standards equivalent to 8.8 designation High tensile bolts conforming to IS 1367:2002.
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.
62
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Supply, Fabrication and erection of Structural Steel work using rolled steel joists, angles, channels, plates, chequered plates, flats, bars, 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, Gusset Plates, Base Plates etc.,), framed work, mezzanine, ladder, 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.
25
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Purlins and Girt Members:
Providing and Fixing Secondary Structural members including Purlins, Girt members, Eaves, Struts, Ridges and other items made out of Galvanized cold rolled sheets of Z shape not less than 2.5mm thickness and web depth of 200mm with stiffened flanges of Class designation GP 350 Class 2 conforming to the requirements of IS 277:2018 manufactured by M/s. JSW, Tata, Vizag Steel, SAIL make including shop painting , fixing to main members using Bolts and Nuts conforming to A325 ASTM standards to 8.8 designation High tensile bolts conforming to IS 3757 including overlaps, etc., the average mass of Galvanized Coating thickness shall be minimum 275GSM conforming to IS 277 all complete as specified and directed. Note: Overlaps will not be measured for payment.
11
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Foundation Bolts:
Supplying, fabricating, erecting and fixing in position, foundation bolts using MS rounds conforming to IS 432 (Mild Steel Bars Grade – I)/ IS 1875 and suitable nuts including threading, placing in position in concrete in level using template, providing grease and protective cover like covering with polyethelene sheet to bolts and nuts to correct levels Complete and as directed
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2
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Sheeting:
Providing and Fixing Trapezoidal profiled Galvalume Sheets of required shade of make M/s. JSW/TATA Bluescope (Colorbond) conforming to ASTM A792M/ IS 15961 for roofings and claddings using sheets in 0.5mm TCT (Total Coated Thickness) with minimum galvalume thickness of AZ200 gsm and yield strength not less than 550MPa including flashings, corners, ridges, eaves boards, gutter, rainwater downcomer, edge trim, etc., of approved make including fixing the sheets with Stainless Steel self tapping, self drilling and self fastening screws, and EPDM Washers, etc., all complete as directed. a) Roofing with colour coated Galvalume sheets & Rain water pipes, etc. Note: Roofing and liner shall be done with insulative material in between. Insulation will be measured separatly.
810
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Translucent Polycarbonate Sheeting:
Polycarbonate Sheeting of 2 mm thick, Pressed to matching trough Corrugations of roofing of M/s. Sabic-Lexan, GE make, Everest or any other make for sky lights including sealing around sheets with GE Siliconates or any other sealants, treating for rain proof, fixing sheeting with SS self tapping screws etc., complete as directed.
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100
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Supply, Fabrication and erection of Aluminium Rain Water Gutters made to required shape using 3mm to 8mm thick or as directed by Engineer-in-Charge, Aluminium plate conforming to relevent IS Code of makes JINDAL,NALCO or from any manufacturer's source making plate using ingots of above, including stainless steel fastners, required bending and strightening of sheet at all heights, cutting, drilling of holes, welding (using soldering or other Approved Methods)etc.,complete as specified and directed by Engineer-in-Charge. Note: Weight of only aluminum plate/sheet will be considered for payment.
1075
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Supply and application of KEMPEROL V 21O OF KEMPER SYSTEM GERMANY over rain water gutter through its authorized applicators recommended by the company up to 2.0 mm thick by using three component liquid applied system based on unsaturated polyester resin with polyester fleece as reinforcement in the following steps .
1. On the previously prepared surface apply, KEMPEROL EP Primer evenly with the help of a Nylon Brush. 2.Sprinkle silica sand (0.3 to 0.7 mm) @ 200-300 gm per Sqm on the wet primer. 3. After 4-6 hrs of drying time (depending upon temperature and humidity) of primed surface apply KEMPEROL V 210 mix with help of a Nylon roller or Brush.
4.Roll out the KEMPEROL Fleece over the KEMPEROL V 210 wet mix. (overlaps of Kemperol fleece should be not less than 50mm over the joints).
5. Remove all wrinkles and then saturate completely with KEMPEROL V 210. The tensile strength of the complete system/ membrane should be more then @ 6.25 N/mm2 and Elongation more than 74 % (with Fleece). etc complete as per specifications and as directed by the Engineer-in-charge.
Note: The contractor shall furnish warranty as per prescribed proforma for maintaining the roof/gutter leak proof for a minimum period of 10 years. The warranty shall be given by authorised applicator and countersigned by contractor.
150
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Designing & vetting of design by reputed 3rd party agency viz. IIT's/NIT's only , Supplying, Fabricating & Fixing/erection using suitable cranes for all heights using self supported colour coated galvalume sheeting of make TATA/Jindal or approved quivalent with BMT 1.20mm & TCT 1.25mm (Tolerance : +/-0.02MM) with minimum galvalume thickness of AZ 150 gsm and width 914mm (Tolerance : +/-2MM) having yield strength not less than 350MPa joined together by standing seam connection of make Proflex or equivalent including hangar clamps for light hanging ,ducts, fans etc. and all consumables like anchors, fasteners, washers, epoxy paint etc. all complete as per manufacturer's specification & as specified and directed by EIC.
Note :- i) Party to Submit 3rd party material testing certificate from NABL accreditaed Lab for the galvalume roof sheeting.
ii) Curved Surface area of the sheeting will be taken for measurment. Overlaps & corrugation will not be considered for measurment.
900
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Providing & fixing 2X14ft Skylight of 2 mm thick Polycarbonate Sheeting pressed to matching trough Corrugations of roofing including sealing around sheets with GE Siliconates or any other sealants, treating for rain proof, fixing sheeting with SS self tapping screws including One 24inch Dia Auminim double baring Turbovent after Every 9M Length Wise complete as specified and directed.
7
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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
50
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b) Above FFL upto V floor level
90
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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
100
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VII ROOFING & Flooring :
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Providing and Fixing Light weight Calcium Silicate False Ceiling with Silhouette Grid at all heights of Aerolite make with 15mm thick integral densified micro edge light weight calcium silicate tiles of size 595X595mm of approved design, texture and pattern having 100% RH – HUMIDITY RESISTANCE, non-combustible as per BS 476, Noise Reduction Coefficient of 0.5, Light reflectance above 85%, Thermal Conductivity less than 0.05 W/m K, to be laid in true horizontal level suspended on interlocking metal powder coated T-grid of hot dipped galvanized steel sections of 0.4mm thick Silhouette Profile, rotary stitched double webbed white with 6mm reveal profile comprising of main ‘T’ runners of size 15X42mm of length 3000mm, cross-T of size 15X42mm of length 1200mm and secondary intermediate cross-T of size 15X42mm of length 600mm to form grid module of size 600X600 mm , wall angle of size 22x19x0.4mm to be fixed all around the wall. Main ‘T’ runners to be suspended from the ceiling using GI slotted cleats fixed to ceiling with 50mm long 8 mm outer dia M-6 dash/anchor fasteners, 6mm dia fully threaded GI hanger rod with L-shape level adjuster of size 85X25x2mm or 4mm GI hanger rod with butterfly clip, including scaffolding, at all heights, complete as per specifications and as directed by Engineer-In-charge. Note:Hanger syster shall be decided as per site conditions and height of false ceiling as directed by Engineer-in-charge.
50
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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).
400
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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
35
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Non Metallic Floor Hardener:
Providing over RCC flooring, grade slab when concrete is in green condition, finishing top with hard finishing coat using non –metallic floor hardener of Chhabdur or Hardtop or any other from M/s. Fosroc, STP, MYK, Pedilite, Sunanda Chemicals of approved quality and make at spread rate of 7Kg/Sqm or as specified by manufacturer for heavy duty floor finish including spreading after vacuum dewatering, ramming, consolidation, finishing smooth using power trowel to required levels or slope as specified, curing, etc., complete as specified and directed with vacuum dewatering.
680
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Vacuum Dewatering & Power Trowelling:
Vacuum dewatering of concrete using vacuum dewater technique for evaporation by way of removing the excess water using rigid or flexible suction mat incorporation filler layers and vacuum filler layers and vacuum generator (80 to 90% vacuum is to be applied at the rate of 3 to 5 minutes per 25 mm of depth), finishing with power trowel to get smooth finish all as per specifications, drawings and directions of the Engineer-in-charge for grade slab.
680
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Joints Groove Cutting and Sealing:
Cutting using Diamond saw or any other suitable equipment grooves of size 6mmx12mm in flooring at construction/contraction joints or as directed by design Engineer, including filling with polysulfide sealant of M/s. Foroc, STP, Pidilite, MYK, cleaning the joints using compressed air, drying the joint before application complete as directed.
300
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Epoxy Self Smoothing System 4mm thick with epoxy coving for Lancer Vehicle Movement Area
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 no 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 epoxy underlay using self-smoothing screed at 2mm applied at coverage of 2 litres / sqm over a Nitoflor EU5 priming layer of solvent free epoxy primer. Overlay the topping using Nitoflor SL 2000 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, epoxy resin screed applied over Nitoprime 25 while 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
250
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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 minimum 50 micron powder coating 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 pair) Door closer spring size 3 with standard arm, CE mark
10
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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.
20
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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.
40
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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.
400
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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).
50
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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.
100
-
-
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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.
470
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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.
470
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Providing and applying white cement based putty in two coats with average thickness not less than 1 mm, of Birla make or any other approved manufacturer, over the plastered wall surface (external/internal) to prepare the surface even and smooth complete.
470
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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 :- 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.
470
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EXTERIOR PAINTING :- 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.
470
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XII. MISCELLANEOUS ITEMS :
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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,
100
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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
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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.
-
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a) 150mm NB NP-2
10
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b) 300mm NB NP-2
10
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c) 600mm NB NP-3
10
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c) 900mm NB NP-4
10
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c) 1200mm NB NP-4
10
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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
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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
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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
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Providing grouting (including tamping) for foundations, structures, equipments, base plates, anchor holes, etc., with non-shrink, free flow grout of shrinkhomp-30N/Sqmm of M/S A.C.C, Fosroc or equivalent mixed with filler like sand in 1:1, including shuttering wherever necessary at and at all depths and heights below and above plinth level complete as specified and directed. note: Weight of grout used in the work will be measured for payment. However, the rate quoted shall inclusive of all materials.
2
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Lifeline : Providing and laying Fall arrestor system of approved Safety equipment’s manufacturer consisting horizontal stainless steel rope of 8 to 12 mm dia, self braking system, universal extremity plates, intermediate brackets at 10m c/c, lanyard/ retractable blocs, shock absorber, roof posts as per the manufacturer's instructions including scaffolding, stair to reach roof, drilling holes, screws, cleaning, cutting, making entire system functional and testing the same etc. complete
90
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XIV. DRAINAGE
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Construction of rectangular CHAMBERS of internal clear dimension of mentioned below ( internal clear) in 230 mm thick brick masonry in cement mortar 1:6 over a bed of 150 mm thick 1:4:8 cement concrete in foundation, plastering with cement mortar 1:4, 20 mm thick on inside, and all outside exposed surfaces finished with a floating coat of neat cement, 1:2:4 cement concrete for benching in slope 1 in 30 and channel finished with neat cement, brick corbelling at top if necessary to provide clear opening and providing and fixing CI cover with frame of light duty single seal pattern weight not less than 33 kgs embedded in cement concrete 1:2:4, providing and fixing PVC encaptualted MS rungs of 20mm square, each at 300 mm centre to centre if depth exceeds 800 mm, painting CI cover and frame and CI steps with two coats of bitumastic paint etc. complete-For depth of chamber not exceeding 900 mm. However minimum depth of chamber not less than 450mm
-
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a) 450x600mm
8
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b) 600x900mm
3
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Extra over above item for depths beyond 900 mm of Rectangular chamber including providing and fixing PVC encaptulate MS rungs 200 square, each @ 300 mm C/C, staggered vertically and horizontally etc., as per specifications.
-
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a) 450x600mm
5
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b) 600x900mm
5
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Providing and fixing in position UPVC bottle Gully Trap of Supreme /Ashirvad make of 160 X 110mm sizes including embedding the trap in 1:2:4 cement concrete, construction of brick masonry chamber in 230 mm thick brick masonry in cement mortar 1:4 over cement concrete bed of 1:3:6 of 100 mm thick, embedding the trap, plastering with cement mortar 1:4, 12 mm thick on inside & outside and all exposed surfaces, finished with a floating coat of neat cement, providing and fixing heavy duty C. I. frame and cover of size 300mmX300mm, 40mm thick cement concrete 1:2:4 bed over brickwork, painting the grating frame and cover with 2 coats of approved anticorrosive bitumastic paint, necessary connection with existing line etc., complete as directed.
2
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XVI. ROAD WORK :
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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
1200
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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.
180
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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
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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
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XVII UTILITITES AND FIRE HYDRANT LINE:
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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
-
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a) 80NB
15
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b) 200NB
150
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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.
-
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a) 80NB
6
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c) 200NB
3
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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
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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.
6
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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.
6
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Providing, laying, jointing, fixing and testing HEAVY QUALITY M.S. GALVANISED PIPES AND FITTINGS like tees, elbows, collars, unions, nipples, enlargers, reducers, bends, couplings and all other fittings required for the work, EXCLUDING FLANGES conforming to IS: 1239-1990 including testing the pipes and fittings for 10 Kg/cm2 pressure with a minimum period of two hours duration, (with clean water) including cutting to waste, threading with jointing materials like hemp yarn, white or red lead, in trenches, including painting with two coats of anticorrosive bitumastic paint/synthetic enamal over a coat of primer, as per specifications:
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50 NB
100
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80 NB
100
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XVIII: DISMANTLING ITEMS:
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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.
40
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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.
140
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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.
100
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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,
25
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Dismantling the existing aluminum/wooden/MS/Metallic/Non-metallic doors/windows/partition 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
20
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Dismantling RC. Hume pipes of dia upto 600m dia including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charge for 600 mm nominal dia pipes
40
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Dismantling of manhole - Taking out CI cover with frame from RCC/brick top slab of manholes of various sizes including demolishing of RCC/Brick work manually/by mechanical means and stacking of useful materials near the site and disposal of unservieable materials within 50 metres lead as per direction of Engineer-in-charge.
5
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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.
-
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a) Upto 40 mm dia.
50
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b) Above 40mm dia.
50
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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.
300
-
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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
10
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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
35
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Dismantling cement Asbestos sheet or other material roofing along with ridges, hips, valleys and gutters, including scaffolding and stacking the material within 50 metres lead.
400
-
-
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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
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Debit for buyback of structural steel including loading, transportation out of NFC as per directions of EIC. Note: the dismantled structural steel members will be property of contractor and shall be taken out after clearance of EIC.
10000
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Debit for buyback of Steel Reinforcement bars extracted from demolished RCC structural members like footings , columns ,beams , slabs, flooring etc. including loading, unloading, stacking and transportation out of NFC as per directions of EIC
14
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Debit for buyback of dismantled door/window/rooling shutter frames in existing condition along with shutters made of MS/wooden/aluminium/WPC/glass etc in existing condition including loading, transportation out of NFC as per directions of EIC. Note: the contractor can make site visit to access the condition of doors/windows/rooling shutters before quoting the rate. The dismantled frame and shutter will be property of contractor and shall be taken out after clearance of EIC.
20
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Power Distribution Boards: Supply, installation, testing and commissioning of 415V TPN Power Distribution Board with 36kA/1sec short circuit rating, with minimum IP 43 made out of 2mm thick CRCA steel with the following components generally as specified in the specification and IE Rules as per components indicated therein. Make of PDB Panel -OEMs-L&T / Schneider Electric / Siemens or Authorized licensed channel partners of OEMs
-
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PDB-1 [RMA Store] with following components: a. 160 A TPN microprocessor based MCCB with O/L, S/C & E/F protection with adjustable settings as incomer with required spreader links and ROM handle. The incomer shall be provided with R/Y/B and ON/OFF/TRIP, and indication lamps, 1 No. MFM, -1 No Incomer
b. 125A TPN adjustable MCCB- 2 Nos
c. 63A TPN MCCB- 4 Nos
-
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Supply
1
-
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Installation
1
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Supply and installation of vertical model double door TPN/SPN Distribution boards with minimun IP 43 of following sizes
Note: RCBO& MCBs shall be C rated and indicative type
Makes of DB: LEGRAND, HAGER, SCHNEIDER, SIEMENS, ABB,L&T,GE
Makes of MCCB/MCB/RCBO: ABB, LEGRAND,L&T, SCHNEIDER, GE, SIEMENS
-
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12 way vertical TPN MCCB DB with following components.
a. 125 A TPN microprocessor based adjustable MCCB with earth fault release and adjustible settings - 1 No Incomer
b. 32 A TP MCB - 6 Nos
c. 20 A SP MCB - 18 Nos
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Supply
2
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Installation
2
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12 Way Horizontal SPN MCB DB with following components.
a. 32 A DP 30mA RCBO incomer - 1 No
b. 10A SP MCB - 6Nos
c. 16A SP MCB - 2 No
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Supply
2
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Installation
2
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Supply and fixing of 2mm thick powder coated sheet steel Weather proof enclosure box housing 8 way SPN MCB Distribution board fixed with 1No 25A DP MCB, 2module DIN mounted digital timer and 4 Nos 6A SP MCBs of Legrand/Hager/Siemens make for control of outside lights.
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Supply
2
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Installation
2
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Light Fittings : Supply and installation of following light fittings with all accessories like supporting hardware, downrods, junction boxes, required frames etc as required to complete the installation in all respects
Makes: PHILIPS, WIPRO,BAJAJ
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LED Industrial High bay light fittings with Aluminium Diecast Housing with Luminaire efficacy output 15000 Lumens, Luminaire efficacy of =120 lm/W, IP65, surge protection of minimum 4KV, power factor0.9, CRI70, CCT:5700K-6500K, voltage range 180-270V AC, Lifetime of 50,000 burning hours, Protection class IEC safety class-1
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Supply
30
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Installation
30
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LED Industrial flood light fittings with output 8000 Lumens, Luminaire efficacy of around 120 lm/W, IP65, inbuilt surge protection of minimum 4KV, CRI70, CCT-5700K, voltage range 180-270V AC, Lifetime of 50,000 burning hours
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Supply
10
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Installation
10
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Cables : Supply and laying of following sizes of 1.1 KV grade XLPE insulated, PVC extruded inner sheathed, armoured, FRLS PVC ST2 outersheathed cable on cable trays/trenches with all accessories
Make: Polycab / Universal / Torrent / RPG / KEI.
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3.5c x 150 Sq.mm Al cable
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Supply
500
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Installation
500
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3.5c x 50 Sq.mm Al cable
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Supply
250
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Installation
250
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4c 25 Sq.mm Al cable
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Supply
250
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Installation
250
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4c x 6 Sq.mm Copper cable
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Supply
500
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Installation
500
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3c 2.5 Sq.mm Cu cable
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Supply
250
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Installation
250
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3c x 1.5 Sq.mm Copper cable
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Supply
1000
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Installation
1000
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Providing end terminations for following sizes of 1.1 KV grade XLPE insulated and PVC sheathed armoured cables with required hard ware like heavy duty double compression weatherproof glands, long neck copper lugs etc complete
Make of glands/ Lugs: Dowells/Jainson/HMI/Hex
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3.5c x 150 Sq.mm Al cable
4
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3.5c x 50 Sq.mm Al cable
4
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4c 25 Sq.mm Al cable
4
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4c x 6 Sq.mm Copper cable
24
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3c 2.5 Sq.mm Cu cable
24
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3 c x 1.5 sqmm Copper cable
120
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Industrial Sockets
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Supply and installation of Legrand/ Hager/Siemensmake 32A 3 pole & Earth (3P+N+E) 5 Pin Metal clad power socket with 32 A TP MCB control including plug top
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Supply
12
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Installation
12
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Supply and installation of Legrand/ Hager/Siemens make 20 A 2pole & Earth Metal clad power socket with 20 A SP MCB control including plug top
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Supply
14
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Installation
14
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Miscelleneous
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Supply and fixing of 300mm wide 25mm high hot dip GI perforated cable tray of 14SWG thickness
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Supply
200
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Installation
200
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Supply and fixing of 100mm wide 25mm high hot dip GI perforated cable tray of 14SWG thickness
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Supply
200
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Installation
200
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Supply and installation of 3 way powder coated MS junction boxes of 100mmX100mmx100mm with 2mm thick along with 6A 4 way connectors suitable for terminating 3C X 1.5 Sq.mm cables
50
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Excavation in hard ground for laying the cables, back filling with sand, bricks on all sides after laying the cables, consolidation removal of excess earth etc complete excluding cost of bricks/tiles/pipes.
250
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Cutting of Floor/ Road/ RCC/ PCC etc including removing the soling upto a depth of 600 mm and width 300 mm for laying cables/Hume/GI/HDPE pipes and
back filling, resoling making good the road to the original finish and relaying with RCC M20 Concrete and shifting of excess earth to scrap area
20
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Supply and installation of 150mm dia NP2 class hume pipes for road crossing of cables
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Supply
20
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Installation
20
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Supply and installation of superior quality well burnt bricks of 230x115x75mm size for protection of cables.
1000
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Supply and installation of cable route markers made out of cast iron of size 250 x 150 x 10 mm embossed with "LT Cable" along with 40 x 40 x 6 mm MS angle of 600 mm long and 200 x 200 x 300 mm concrete block
5
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Supply and fixing of 100 mm X 25 mm anodised Aluminium cable tags engraved on black back ground with name of the load along with required hardware for fixing the lables on to the cables.
100
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Supply and installation of panel front rubber mats of size 2 M x 1 M with 2 mm thick as per latest IS 15652:2006
1
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Suply and installation of structural steel like channels, angles etc for fabriaction and erection of, cable trays supports, light fitting supports etc and painting of the same with red oxide and 2 coats of grey enamel paint. Rate should also include the required bolts and nuts for fixing of supports
Make of Structural steel: TATA, Vizag Steel, Jindal Ispat, SAIL
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Supply
500
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Installation
500
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Supply and Installation of Black with blue stripes of size 40mm Dia PLB HDPE pipe of wall thickness 3.5mm (+-0.2mm) in dug out soil trenches, in the hume/GI pipes and on the brick wall including clamps and required hardware
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Supply
250
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Installation
250
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Earthing
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Supply, Installation, Testing & Commissioning of maintenance free earthing system & associated works, etc. complete as per specifications & instructions of E-I-C. A. Providing an earth station using 25 mm dia 3M long earthing electrode of high tensile low carbon steel rod molecularly bonded 250 micron copper coating on the outer surface, filling
the bore with suitable environment friendly earth enhancement compound as per manufacturer's standard surrounding the earth electrode complete with all required materials & as per the instructions of EIC. All the components shall comply to IEC-62561, IS 3043, IS 2309 as applicable.
Note: The scope includes :- 1) Installation of earth rods including making pit/ drilling suitable size bore holes in normal soil/ hard rock as per manufacturer's recommendations & design. Bore hole shall be made using machine only.
2) Interconnection of earth electrodes along with required SS double sided universal clamps with GI strip. 50 x 6 mm & 150 mm long GI equipotential bar also shall be mounted inside
chamber as per instructions of EIC. B. Providing & making concrete chamber (1:2:4) of size 600 x 600 x 600 mm (inside dimension) with 10 mm thick MS hinged cover mounted on 40 x 40 x 5 mm thick angle iron frame, 50 x 6 mm & 150 mm long GI equipotential bar mounted inside chamber as per instructions of EIC. Note: The Earth pit marker of 250mmX200mmX4mm MS sheet shall be welded to an 25mmX25mmX3mm angle of 300mm long shall be fixed on a concrete block. The marker shall be painted with black paint base and values written in yellow paint.
Make of earth pits: DEHN/OBO/ERICO/JEF (Suitable test certificates from accredited labs to be submitted for approval)
12
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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
250
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Supply and fixing of 25 x 6 mm hot dip galvanised GI strip for lightning protection at a height of 12m by clamping on roof sheets/walls/columns with insulators, clamps and all required hardware.
400
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8 SWG Hot Dipped GI wire
100
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Telephone
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Supply & Installation of surface mount Information outlet with Face Plate & Surface mount Box, RJ 11 jack/socket, required fixing accessories for completing the work including 2 pair telephone cable end termination.
Make: D-link/Legrand/Havels
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Supply
3
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Installation
3
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S&I of 10 Pair armoured telephone cable in existing HDPE pipe/PVC conduit using required size of flexible etc for completing the job.
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Supply
300
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Installation
300
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S&I of 2 Pair armoured telephone cable in existing HDPE pipe/PVC conduit using required size of flexible etc for completing the job.
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Supply
100
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Installation
100
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Supply & Installation of 10 Pair weather proof (outdoor type with minimum IP 65) telephone junction box, robust, painted with single coat of primer & two coat/ powder coated with corrosion resistant paint along with 10 pair Krone connector fixed in it, with required support and accessories for completing the job.
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Supply
1
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Installation
1
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