Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Eprocure
Opening Date9 Sep 2024
Closing Date4 Oct 2024
Tender Amount₹ 7,70,00,000
Costs
EMD
₹ 15,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NFC_824618_1Bid Award Id
ViewTender No
C/1358/2024Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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a) Upto 1.50 m depth from average ground level.
1580
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b) Above 1.50 m to 3.00 m depth from average ground level.
1580
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c) Above 3.00 m to 4.50 m depth from average ground level.
210
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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.
316
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b) Above 1.50 m to 3.00 m depth from average ground level.
316
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c) Above 3.00 m to 4.50 m depth from average ground level.
42
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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 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.
158
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b) Above 1.50 m to 3.00 m depth from average ground level.
158
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c) Above 3.00 m to 4.50 m depth from average ground level.
21
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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 external Rcc drain pipes,storm water drains, electrical cables trenches etc.,
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Upto 1.50 m depth from average ground level
160
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Above 1.50 m to 3.00 m depth from average ground level.
25
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Filling available excavated earth (excluding rock) anywhere from inside NFC premises 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
2500
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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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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 to fill up interstices of coarse aggregate etc. for soil stabilization for forge pit, extrusion pit etc. complete as specified and directed
100
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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 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 respectively
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a) For soil
1500
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b) For Debris/rock
400
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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
240
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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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Upto FFL including grade slab
810
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Above FFL
210
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Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-20 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 with and without holes including formwork but excluding reinforcement.
5
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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
1540
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b) Above Finish Floor Level
390
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IV.REINFORCEMENT & STRUCTURAL STEEL
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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.
130
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Supplying, fabricating, erecting and fixing in position, insert plates/ embedded plates/pipes of GI in medium quality conforming to relevant BIS codes of required shape and size, welding anchoring legs not less than 12mm dia MS rods, placing in position in concrete while casting, including painting with one coat of approved red oxide zinc chromate primer as per drawing in line, level and plumb complete as directed.
2
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PRE-ENGINEERING STRUCTURE : 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.
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Primary Members :- Supply, Fabrication and Erection of Primary Structural Steel Members including rafters, columns, Crane Gantries, etc., of built up sections made out of M.S Plates having minimum thickness of 8.00mm 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, JSW, SAIL make including sand blasting & painting with 2 (Two) coats of synthetic enamel paint over 1(One) coat of Zinc Chromate primer of make M/s. Asian Paints, Johnson and Nickelson, Berger, Nerolac, etc., 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 as per IS 4000 / 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 to 8.8 designation High tensile bolts conforming to IS: 3757. All the Bolts, Nuts and Washers shall be Cadmium Coated. Thickness of the Washer shall not be less than 5mm. 2) Weight of nuts, bolts and washers will not be measured and paid and same shall be considered while quoting the rates.
133
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b) Bracings, Walking Platforms, Stairs/Ladders:
Providing walking platforms, stairs/ladders, bracings, supporting system as required/as per design using standard steel sections like joists, angles, channels, etc., of M/s. Tata, Vizag Steel, JSW, SAIL of strength not less than Grade 250 and MT - Quality "C" as per Table-1 of IS-2062:2011 including providing Bolts and Nuts and other accessories wherever required, arc welding,sandblasting, & painting with 2 (Two) coats of apcolite advanced 2 pack epoxy finish over 2(Two) coat of apcolite advanced epoxy primer of make M/s. Asian Paints or equivalent of make Johnson and Nickelson, Berger, Nerolac, etc.,complete as specified and directed. NOTE: 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. Thickness of the Washer shall not be less than 5mm
16
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c) 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 350GSM conforming to IS 277 all complete as specified and directed. Note: Overlaps will not be measured for payment.
15
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d). Galvalume Sheeting:
Providing and Fixing Trapezoidal profiled Galvalume Sheets of make M/s. JSW/TATA Bluescope 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 350MPa including flashings, corners, ridges, eaves boards, 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.
700
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e). Translucent Polycarbonate Sheeting:
Polycarbonate Sheeting of 1.5 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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60
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f). 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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G. Deck Sheeting Providing and fixing roofing consist of 1.5 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). Note :- Supply & erection of shear studs shall be part of item and no seperate measurment for same will be done.
1078
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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.
75
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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
75
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b) Above FFL
150
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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
150
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VII 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).
250
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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.
980
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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.
980
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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.
350
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Providing, fixing, filling and sealing expansion joints using 25 mm thick bitumastic board manufactured by M/s. STP Ltd., or any other approved equivalent in expansion joints of RCC floor including cleaning the surfaces where joints are formed applying one coat bitumastic emulsion cutting the board to the required sizes placing in position filling and sealing the top of the joints with Salitex sealing compound of size 12 x 20 mm deep, using compound manufactured by M/s. STP Ltd., or equivalent including heating, pouring complete etc. in line level as directed.
25
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Providing & fixing following vitrified tiles in various thickness (Thickness to be defined by manufacturer) conforming to IS 15622 for flooring of make Johnson, Somani, Kazaria of required shade, design, colour and pattern laid on 20 mm thick cement mortar 1:4 (1 cement (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, M/s. Andhra Cement Ltd.): 4 coarse sand) or polymer modified adhesive of make MYK/Roff or approved equivalent including providing joints of 2mm with spacers filled with epoxy grout mix of 0.70 Kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 Kg of resin per kg or as specified by manufacturer) of make Pidilite, MYK. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
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a) Double Charges Vitrified Tile Matt/Anti-skid/Rustic finish of Size of tile 600 X 600mm.
60
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Providing & fixing glazed vitrified tiles polished finish of of Size of tile 300 X 600mm/600 X 600 or as per drawings for dado, skirting, risers of steps (thickness as specified by manufacturer) of make Johnson, Somani, Kazaria of required shade, design, colour and pattern laid over 12mm thick bed of cement mortar 1:3 or or polymer modified adhesive of make MYK/Roff and jointing and providing joints of 2mm with spacers filled with epoxy grout mix of 0.70 Kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 Kg of resin per kg or as specified by manufacturer) of make Pidilite, MYK of required colour as required, complete as specified and directed.
240
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Providing & applying screed concrete of M-20 grade with maximun coarse aggregate size of 10 mm or less 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 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 10mm maximum size at all depths/heights below/above plinth level including power troweling, consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed.
5
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XIII: 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 143 x 57 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 polyurethane aliphatic grade paint 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
5
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Providing and fixing factory made uPVC white colour sliding/fixed glazed windows/ventilators of make Greentech/Salamander extrusions comprising of uPVC multi-chambered frame providing joints of 2mm with spacers filled with epoxy grout mix of 0.70 Kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 Kg of resin per kg or as specified by manufacturer) of make Pidilite, MYK sliding window made of (big series) frame 64 mm and above X 45 mm and above & sash 44 m and above x 55 mm and above both having wall thickness of 2.0 ± 0.2 mm, duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), including providing and fixing glazing made of 5mm thick toughened glass of make Sain Gobain/ Modiguard , uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etcProfile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's viz. rollers, striker, locks of DNV make or approved equivalent and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.
35
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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).
80
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Providing and fixing factory made single extruded WPC ( Wood polymer Composite ) solid door/window/ceosetory windows & other FRAMES / CHOWKHAT comprising of virgin PVC polymer of K value 58-60 ( Suspension Grade ), calcium carbonate and natural fibers ( wood powder / rice husk / wheat husk ) and non toxic additives ( maximum toxicity index of 12 for 100 gms ) fabricated with miter joints after applying PVC solvent cement screwed with full body threaded star headed SS screws having minimum frame density of 750kg/cum , screw withdrawal strength of 2200N (Face ) & 1100 N ( Edge ) , Modulus of Elasticity 900 N/mm2 and resistance to spread of flame of Class A Category with property of being termite/borer proof, water / moisture proof and fire retardent and fixed in position with M.S hold fast / lugs / SS dash fastners of required dia and length including two coats of wood primer and two coats of wood enamel paint if required complete as per direction of Engineer in Charge. Note : For WPC solid door/window frames , minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
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a) Frame size 50 x 100 mm.
30
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b) Frame size 65 x 100 mm.
16
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Providing and fixing factory made single extruded wpc ( Wood polymer Composite ) solid both side PVC laminated/Marble PVC Sheets flush door shutter of required size comprising of virgin PVC polymer of K value 58-60 ( Suspension Grade ), calcium carbonate and natural fibers ( wood powder / rice husk / wheat husk ) and non toxic additives ( maximum toxicity index of 12 for 100 gms ) having minimum frame density of 650kg/cum , screw withdrawal strength of 1800N (Face ) & 900 N ( Edge ) , Modulus of Elasticity 900 N/mm2 and resistance to spread of flame of Class A Category with property of being termite/borer proof, water / moisture proof and fire retardent, include providing and fixing with stainless steel butt hinges of required size with neccessary full body threaded star headed counter sunk S.S Screws, for each door complete as directed as per direction of engineer in Charge.
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a) 30 mm thick.
8
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b) 35 mm thick.
6
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Supplying and fixing to wooden doors etc. and at all heights above plinth level approved Stainless Steel SS 304 tower bolts conforming to relevant IS specifications (‘KICH’ or its equivalent ) with approved SS screws of appropriate size etc., complete as directed.
-
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a) using not less than 250 mm long, along with suitable shoot
3
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b) using not less than 100 mm long along with suitable shoot
10
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Supplying & fixing door hardware as per details below
-
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Supplying and fixing to wooden doors at all heights above plinth level approved SS 304 handles with round grip and face plate conforming to relevant IS specifications and with ISI marking "KICH or equivalent" and of size 200 mm X19mm dia (grip) with approved SS screws of appropriate size etc., complete as directed.
10
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Supplying and fixing to wooden doors approved Stainless Steel 304 grade aldrops/sliding door bolts conforming to relevant IS specifications and with ISI marking KICH or equivalent make or any of size not less than 250 x 16 mm with suitable approved SS screws, machine screws or bolts for securing clamps from inside etc., complete as directed.
3
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Supplying and fixing at and at all heights above plinth level hydraulic door closures of ‘EVERITE’/Godrej make or confirming to IS 3564 with all fixtures, fittings and approved screws of appropriate size etc., complete as directed..
3
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Supplying and fixing to doors at and at all heights above plinth level approved best quality anodized extruded aluminium hanging floor twin door stoppers with rubber cushion (anodic coating not less than grade AC 10 as per IS 1868))transparent or dyed to required colour and shade, with necessary screws etc., complete for twin rubber stopper.
3
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IX. PLASTERING , WATERPROOFING 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.
50
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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 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.
490
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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, etc., as required, double steel/tubular scaffolding wherever necessary, curing, etc., complete as specified and directed.
410
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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.
540
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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.
450
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Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush and cutting 25mm on top and filling the required material etc. complete as per specifications and directions of Engineer-in-charge
19
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WATERPROOFING ON DECK SLAB :-
Surface Preparation: Cleaning the surfaces with Wire brushing and washing the treatment receiving surface area with water, so as to make the surface totally dust free to receive the treatment. Cracks shall be treated by chasing open cracks to form a “V” space groove of approx. 4 to 6 mm wide. The groove shall be cleaned with compressed air and thereafter sealed with polymer modified mortar which shall be admixed with SBR Latex, Dr. Fixit Pidicrete URP @ 2kg per bag of cement, prior to application of PMM, application of sealer coat inside the groove shall be carried out. Angle Fillet
All the junctions of floor and vertical sides shall be provided with cement-sand CM 1:3 based angle fillet of 75 mm X 75 mm. The fillet mortar shall be admixed with a latex based additive, Dr. Fixit Pidicrete URP (Dosage -1 kg / 50 kg cement bag), that will provide strength and resistance to water leakage.
Construction Joint Treatment:
All construction/ Cold Joints in the Roof slab shall be opened in V-groove size to maximum depth of 25 mm. Fixing PVC Nozzle between 1 m center to center and injecting Cement, Water, Expansive Plasticizing Admixture for Cementitious Grouts, Dr. Fixit Pidicrete AM at a dosage of 225 gm/ Bag of Cement and Dr. Fixit Pidicrete URP at a dosage of 1 kg/ Bag of Cement Slurry through proper Grouting Pump/Machine and sealing the joints with Polymer Modified Mortar using Cement : Sand = 1 : 4 and Dr. Fixit Pidicrete URP @ 2 kg per Bag of Cement. After grouting, the nozzles must be cut and levelled with the roof slab.
Providing and applying primer Dr.Fixit Cipoxy 16 D Primer using roller or brush as per manufacturer’s specification at a coverage of 6 - 8 sqmt/kg, Followed by supply and apply of Dr. Fixit Superseal 900, two component liquid applied, Hybrid Polyurea Polyurethane waterproofing membrane with the following technical parameters:
1. Solids Content: 82%
2. Tensile strength 15 Mpa as per ASTM D 412 3. Elongation at break 600% as per ASTM D 412
4. Shore A Hardness = 70 as per ASTM D 2240 5. Resistance to hydrostatic water pressure greater than 70 m as per ASTM D 5385
6. Static crack bridging 2 mm as per ASTM C 1305
7. Bond Strength to concrete 2 MPa as per ASTM D 7234
8. Puncture Resistance 1000 N as per ASTM E154
Apply the first coat of Dr. Fixit Superseal 900 on the surface using suitable brush, roller or airless spray coverage @ 1.0 kg/m2. Use spike roller to dislodge the entrapped air if any. Apply second coat in perpendicular direction after minimum 6 hrs of completion of first coat coverage@ 1.0 kg/m2 to achieve a DFT of 1.5 mm. Supply and spreading of 120 GSM non - woven Geotextile with proper overlaps of 50 mm.
Protective Screed
Providing and Laying 40 mm M25 grade concrete screed as a protection to the Waterproofing system admixed with Dr. Fixit Pidiproof LW+ dozed at 200 mL/ 50 kg bag of cement.
Bore Packing: All the pipes to placed / inserted in the core cut areas, shall be wrapped around by the Dr Fixit Bathseal Tape, a twin sided adhesive tape or by sand broadcasting over a slurry coat of Dr. Fixit Pidicrete URP : Cement as 1:1 by volume and placed appropriately to be grouted around the cut bores. Grouting the gaps between the pipe and the core cutting by an expansive cementitious grout Dr. Fixit Pidigrout 10M that shall be poured into the gaps after fixing in place an effective leak-free shuttering.
980
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X. PAINTING:
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Finishing exterior walls with 100% Premium acrylic 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 Depot Tinted) with silicon additives. Two coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. equivalent to Asian Ultima or DUlux Professional weathersheild ultra clean or any other equivalent including required scaffolding up to 10 mtr height.
410
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-
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Internal Wall painting with premium acrylic emulsion paint of Asian Apex ultima protek or any other equivalent of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.-Three coats including one coat of primer equivalent to Asian apcolite premium emilsion or Dulux Interior Acrylic premium Emulsion or any other equivalent including required scaffolding up to 10 mtr height.
540
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XI. MISCELLANEOUS ITEMS :
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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 a coat of approved primer comparable to receive polyurethane paint, etc., complete as specified and directed.
1320
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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-3
30
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b) 300mm NB NP-3
15
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b) 600mm NB NP-3
10
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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.
0.5
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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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Steel work in built up tubular (round, square or rectangular hollow tubes etc.)section of make Apollo, Jindal etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, and two coats of synthetic enamel including welding and bolted with special shaped washers etc.complete.Hot finished welded type tubes
3500
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Supplying and fixing Hollow 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.
20000
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XII: WATER SUPPLY
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (SDR-11) conforming to IS 15778 of Ashirvad/Supreme or approved make, having thermal stability for hot & cold water supply, including all CPVC brass threaded fittings, i/c fixing the pipe on exposed/recessed/underground surfaces to correct line, level, plumb using clamps as directed. This includes removing of existing pipes and fixtures if required, jointing of pipes & fittings with one step CPVC solvent cement, teflon tape, cost of cutting chases wherever required and making good the same with cement concrete/mortar, cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition including testing of joints at cerain locations complete as specified and directed concealed/exposed including cutting chases and making good the walls.
-
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a) For the following Nominal Bore (NB) pipe: 20 mm
30
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b) For the following Nominal Bore (NB) pipe: 25 mm
25
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c) For the following Nominal Bore (NB) pipe: 32 mm
20
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d) For the following Nominal Bore (NB) pipe: 40 mm
15
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e) For the following Nominal Bore (NB) pipe: 50 mm
50
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Providing and fixing in position CPVC ball valves of following sizes of Ashirvad/Supreme make confirming to SDR 11 fittings, including jointing material etc, as specified and directed.
-
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20mm nb
1
-
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25mm nb
3
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32 mm n.b.
2
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40 mm n.b.
2
-
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50 mm n.b.
2
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Providing hoisting and installing at required elevation double layered moulded HDPE cylindrical vertical water storage tank of 10000 liters of Sintex or Duracon make, with suitable SMC cover at top, coated with UV coating/layer including the cost of labour for making hole in the storage tank for inlet, outlet, scour and overflow and the required fittings/ gaskets, float valve including making necessary supporting system complete as directed
2500
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XIII. DRAINAGE
-
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Providing and fixing HDPE pipes of following sizes of 6kg/sqm, best quality of Godavari/Supreme conforming to as per IS:14333 Latest Edition (with Amendment) Material Grade PE 100 with moulded fitting like pipe end, Flage, Blank Flanges, tree etc. whever necessary jointing by fusion welding or any approved method, laying pipe line in single lenghts without joints or pieces between chambers including providing inspection vents in chambers, supplying & fixing jointing materials like bolts, nuts, gaskets, testing etc.,as specified and directed.
-
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a) 160 mm DN
50
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b) 200 mm DN
100
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Supplying and fixing following size GRADE B uPVC UV-Stabilised soil / waste/rain water pipes (conforming to IS 13592) and fittings (conforming to IS 14735) laid in floor & on exposed faces of wall of Ashirvad/Supreme make, including scaffolding, removal of existing pipelines if any, laying the pipe below floor / ground to proper slope and gradient, jointing the pipe with Solvent Cement/Rubber ring gasket, ensuring water-tightness for the pipes laid as per codal provisions, cutting to the required length including short pieces, fittings with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, cleaning pipe, single & double Y, vent cowl, gaskets, offsets, Tank / WC connectors, cowls, etc, complete as specified and directed.
-
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a) 75 mm n.b. pipes
30
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b) 100 mm n.b. pipes
40
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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
4
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b) 600x900mm
4
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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
8
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b) 600x900mm
8
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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.
5
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Providing uPVC Floor Trap/ Multifloor trap of Ashirvad /Supreme make / Nahani Trap of 110 x 75 x 50 mm size size conforming to IS 14735 with CP jalli on top, fixing the trap in position and connecting with waste water pipe by cement solvent / as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, closing the side inlets with plugs if required etc. all complete as specified and as directed
10
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Providing and fixing of best quality UPVC P trap conforming to IS 14735 for urinals of size 110mm X 110mm with 50mm water seal of Ashirvad /Supreme make with CP grating on top including necessary 1:2:4 cement concrete for embedding the trap connecting the trap to waste pipe, etc, complete as specified and directed..
2
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XIV. SANITARY ITEMS :
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Providing and fixing EUROPEAN WATER CLOSET of size close to the dimensions 350mmX480mmX395mm of Jaquar (CNS-WHT-551PSPP/551SSPP)/Parryware make/Hindware or approved equivalent , in white glazed vitreous, with integral 'P' or 'S' trap, Solid plastic heavy quality seat with lid of approved make and Colour with C.P.brass hinges, conforming to IS: 2548 (Part I & II), including cutting and making good floor, wall wherever required, as specified and directed
5
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Providing and fixing single flush PVC low level flushing cistern of 10 litres capacity conforming to IS: 7231 (Cico/Jaquar/Hindware(Cat no. C-1010)/Parryware make) with all internal PVC fittings mounted on a pair of brackets of heavy quality with 32 mm n. b. PVC flush pipe with bend of required length with all tools, synthetic adhesive, gasket etc. complete including connection to W. C.
5
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Providing & fixing vitreous China undercounter/Overcounter Wash hand basin consisting following items of work:- i)Providing vitreous china wash basin conforming to IS 2556 ( part - IV ) and placing the wash basin in position as shown in the drawing or as directed. ii) Providing a pair of either cast iron built - in cantilever type brackets weighing not less than 1.5 kg / each to be embedded in grade M 15 cement concrete block of size 100 X 75 X 150 mm or cast iron wall fixing cantilever type brackets weighing not less than 1kg / each with screw holes to be fixed to wall using screws, rawl plugs etc. to support the Wash basin, conforming to IS 775 for Wall hung basin.( For wall hung wash basin) iii) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin and placing it in position over the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. ( For under/over counter wash basin ) iv) Cutting holes or chases in wall & reinstating to its original condition, painting all metallic parts with two coats of approved flat oil paint over a coat of primer, finishing the gap with white / matching cement etc.all as per specification and as directed for wall hung basin.. v) Installation and testing the entire assembly to the full satisfaction of Engineer- in- charge.
vi) C.P. brass waste of standard pattern, 15 mm n.b. screw down heavy quality C.P. bras stopcock conforming to IS: 781., 32 mm CP brass bottle trap, with extension pieceincluding painting of fittings and brackets, cutting and making good the walls wherever required complete as specified and directed.
-
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Providing and fixing best quality vitreous chinaware under the counter WASH BASIN of size close to 605mm x 430 mm x 200mm , of make Jaquar(CNS-WHT-705)/Hindware/Parryware conforming to IS: 2556 Part IV including CP brass waste coupling, necessary supports, removal of wxisting wash basin if required, complete as specified and directed including CP brass waste coupling 32 mm size with 80 mm height as per Jaquar cat. No. ALD-705/709 of standard pattern, 15 mm n.b. screw down heavy quality C.P. bras stopcock conforming to IS: 781., 32 mm CP brass bottle trap of make Jaquar (ALD-CHR-769L) or equivalent, with extension pieceincluding painting of fittings and brackets, cutting and making good the walls wherever required complete as specified and directed.
5
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Providing and fixing URINAL of size close to 385 mm x 325 mm x 635 mm of M/s.Jaquar(URS-WHT-13253N)/Parryware /Hindware make screwed to wall/dado with full threaded C.P. brass waste coupling to urinal, spreader, drain pipe including pressmatic single lever auto closing concealed urinal flush valve (PRS-CHR-073) and 32 mm CP brass bottle trap of make Jaquar (ALD-CHR-769L) or equivalent etc. complete as specified and directed.
6
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Providing and fixing in position of best quality rectangular shaped urinal PARTITION with frosted glass (8mm thick) of size 450mmX900MM of Jaquar (JSE-CHR-810US450X)/Hindware/Paryware make or approved equivalent, inclusing removing of existing partition if required as directed by Engineer-in-charge.
4
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Providing and fixing full length 5mm thick mirror of saint gobain or equivalent with beveling and polishing including installation complete as directed by Engineer-in-charge.
30
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Providing & fixing in position following type CP fittings/ Fixtures/Faucets of 15 mm nominal dia. with ISI mark/ approved make including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints if any, including cleaning etc. complete all as per specifications.
-
-
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Providing and fixing heavy quality 15 mm C. P. brass 2 way bib cock of Parryware /Hindware/Jaquar make (F330004CP) or equivalent with wall flange and confirming to IS:8931.
5
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Providing and fixing heavy quality 15 mm C. P. brass Deck Mounted Sink Cock of Parryware/Hindware make (F730034CP) or equivalent confirming to IS:8931.
5
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Proving and fixing in toilets Health faucet of Jaguar Make (ALD-CHR-573) or equivalent with 1 metre long Easy flex tube in chrome finish and wall hook etc., complete as directed.
5
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Providing and fixing heavy quality 15mm C. P. brass wall mounted BIB TAPS of Hindware (Cat no. F730041)/Jaquar/Parryware/Jaquar make or equivalent with wall flange confirming to IS:8931.
5
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Supplying following C.P Brass Bathroom / toilet accessories of following make and fixing on the wall using CP brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the E-in-C.
-
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a) Stainless steel Toilet Paper Roll Holder, recessed type with flap of Jaguar Cat. No.AHS - 1553
5
-
-
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b) Stainless steel Soap dish, recessed type of Jaquar Cat. No. AHS -1531.
5
-
-
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c) Stainless steel Towel Rail/Grab bar of Jaquar Cat. No. AHS-1507.
5
-
-
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d) CP brass double Coat Hook of Jaguar Cat. No. AKP-35761P.
5
-
-
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e) Liquid soap dispenser Jaquar CAN 1135N
5
-
-
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f) Glass shelf 600 mm long as per Jaquar cat. No: ACN-1171N
5
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g) Towel Ring square with round flange of Jaquar Cat. No. CAN 1121N
5
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XV 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
80
-
-
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b) 100NB
250
-
-
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b) 200NB
100
-
-
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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
8
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-
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b) 100NB
4
-
-
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c) 200NB
2
-
-
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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.
150
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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.
8
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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.
8
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XVI: 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.
30
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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/JCB Hydraulic Breakers 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.
300
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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.
10
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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,
10
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Removing soling from flooring/pavement, stacking useful materials like stones within 50m lead, disposing of unserviceable materials as directed.
30
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Dismantling RC. Hume pipes 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
-
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a) Up to 600mm dia.
50
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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., and stacking with in a lead of 50 m.
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a) Upto 40 mm dia.
150
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b) Above 40mm dia.
100
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Removal of existing fire hydrant line of 50/80/100/150/200 mm n.b., excavating the equired length, cutting the pipe line after shutdown, handling over the pipe line to the departmental stores. Note: Earthwork excavation required for the work will be measured under relevant item.
75
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Dismantling of chain link fencing, iron posts, structural steel, asbestos sheet etc. as per below details.
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Dismantling and stacking within 50 metres lead, T or L iron or struts including all earth work and dismantling of concrete etc. in base of. a) T or L iron or pipe
10
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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.
30
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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, 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
15
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Dismantling Asbestos sheet roofing along with ridges, hips, valleys and gutters, including scaffolding and stacking the material within 50 metres lead.
660
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XVII ELECTRICAL Supply and installation of 600 mm width, 75mm height with minimum 2mm thickness GI ladder type cable trays along with bends and couplers. Suitable test certificate shall be submitted for galvanisation.
Rate should also include the required bolts and nuts for fixing of supports
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Supply
300
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Installation
300
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Supply and installation of 300 mm width, 50mm height with minimum 2mm thickness GI perforated cable trays along with cover, bends and couplers. Suitable test certificate shall be submitted for galvanisation.
Rate should also include the required bolts and nuts for fixing of supports
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Supply
150
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Installation
150
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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
1000
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Installation
1000
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Supply, installation, testing & commissioning of 50X6 mm hot dip galvanised GI earth strip for ground conductors fixed with no.10 GI wood screws & 1-2 mm thick GI saddles with G.I machine screws or in ground at 750mm below, interconnection of earth strip with welded joints and GI nut bolts & washers, painting with two coats of metallic Aluminium paint for above ground portion & painting with two coats of black bituminous compound for earth strip in ground etc. Suitable test certificate shall be submitted for galvanisation.
Note: Excavation for this item measured seperately
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Supply
500
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Installation
500
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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.
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Supply
1000
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Installation
1000
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Supply and fixing of 25 x 3 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.
-
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Supply
200
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Installation
200
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Supply and installation of 25 mm dia 2 mm thick PVC conduits of Sudhakar/AKG make 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
700
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Supply and installation of 25 mm dia 1.5 mm thick PVC Junction boxes of Sudhakar/AKG make 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
70
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Supply and installation of Sudhakar/AKG make 25 mm dia 1.5 mm thick PVC Deep junction boxes in slab
10
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Supply and installation of 150 mm dia MS fan boxes with MS hook for supporting the fan/light fitting on to the ceiling with suitable cover
70
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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
-
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3 module
10
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8 module
10
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12 module
20
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Supply and installation of Legrand/ Hager/Siemens make 20 A 2pole & Earth Metal clad power socket including plug top and SP 25A MCB to be fixed by concealing.
20
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