Nuclear Fuel Complex has published C/1269/2022 Storage Sheds Civil, Peb, Structural Steel , Ph And Other Allied Works For Construction Of Storage Sheds At Nfc Kota. Submission Date for this Tender is 31-05-2022. Shed Construction Tenders in rawatbhata Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth Work |
| 2 | Earth work inover areasby mechanical means (Hydraulic excavator) / manual means/controlled blasting to required profile, level, grade, camber, etc in all soils/strata as mentioned below upto all depths as per drawing and as directed, 1.5 m in width as well as 10 sqm in plan area including dressing of excavated sides and ramming of bottoms and disposal / stacking of excavated materials within a lead of 150m and all inferent lifts and filling in layers not exceeding 200mm, watering, consolidation etc. complete all as per specifications, drawing and as directed by Engineer-in-charge |
| 3 | Softrock |
| 4 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or by using machine such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) |
| 5 | Earth work excavation infoundation pits,trenches etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned belowincluding shoring if necessary, dressing the sides, trimming, ramming and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm. thick, watering, consolidation to the satisfaction of Engr-in charge and disposing of the surplus earth within a lead of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. Upto 1.5 m from ground level |
| 6 | From GL Upto 1.5 Mtrs below |
| 7 | Softrock |
| 8 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or controlled blasting/by using machine/ such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) |
| 9 | Below 1.5 Mtrs to 3.00 Mtrs |
| 10 | Softrock |
| 11 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or controlled blasting/by using machine/ such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) |
| 12 | Below 3.0 Mtrs to 4.50 Mtrs |
| 13 | Softrock |
| 14 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or controlled blasting/by using machine/ such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) |
| 15 | Below 4.50 Mtrs to 6.00 Mtrs. |
| 16 | Softrock |
| 17 | Hard rock ( by chiselling or wedging or rock hammer and cutter or hydraulic splitter or controlled blasting/by using machine/ such as poclain with jack hammer or controlled blasting or by approved chemical method as directed by EIC) |
| 18 | Filling available excavated earth (Crushed Sand avialable inside campus) inplinth , sides offoundation etc., in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering , lead upto 50m and lift upto 1.5m. |
| 19 | Disposal of surplus excavated materials including crushing of cut pieces/boulders of soft/hard rock,loading, transporting, unloading, Filling and levelling plinth , sides offoundation etc., in identified low lying areas within campus iusing mobile crusher, collecting the stone boulders/pieces, crushing the bolders using mobile crushers or any approved machinery, transporting the crushed material by mechanical means within the campus, spreading & filling in layers not exceeding 150mm thick, watering, consolidation using roller to obtain 90% proctor density and levelling including stacking the surplus crushed materials at the designated location as shown etc. complete all as per specification and as directed by Engineer-in-charge. Notes: i) The excavated soft and hard rock materials shall be crushed to a grain size (as decided by users) by anautomated/compact electrically operated crusher machine installed at site. ii) Crushing to a grain size shall also includeManufacturing of Fine / Crushed Aggregates of required size and grading confirming toIS: 383/ IS: 2116 from available rock andexcavated, making aggregate by using stone crusher and sieves/screens or equivalent machinery/equipment suitable for making Concrete/ mortar of various Grades as per IS: 456 / 2250 including, testing the aggregates, all consumables, labour, tools and tackles,permits, protective measures for air borne pollution like sprinkling water, all lifts, etc complete as directed. iii) Providing, Installation, Operation and maintanace of crusher and other machinery of required capacity with all permits are in the scope of contractor and no extra payment shall be payable for this. iv) The crusher machine shall be dismantled and taken away from the site after the work is completed at contractor"s own cost. v) The contractor shall clean the area on which crusher machine is installed and make it to original condition without any extra cost to the department. vi) Making banking for road formation using crushed aggregates a) Beyond 150m initial lead & within campus Notes: i) Voids@ 20% for soils/crushed materials and 50% for soft rock/hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible. |
| 20 | Lead chargesfor 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 |
| 21 | For rock/debris lead above 1 KM upto 3KM |
| 22 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of10 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 23 | Supplying and filling of crushed sandincluding ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 24 | CONCRETE (PLAIN AND REINFORCED) : |
| 25 | Plain Cement Concrete 1:3:6 using Portland PozzolanaCement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP 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 25% of pozzolanas. |
| 26 | Plain Cement Concrete 1:2:4 using Portland PozzolanaCement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP 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 25% of pozzolanas. |
| 27 | Reinforced Cement Concrete by insitu mixing using Weigh Batching or RMC of Ultra Tech, Birla Ready Mix of Grade M - 30 (Minimum Cementitious Content not less than 350 Kg/Cum) up to specified level using Portland PozzolanaCement conforming to IS 1489 Part-1 (M/s. ACC, Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd., KCP make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc, Demech, Huntsman, Pidilite, Sunanda Chemicals, Agro Chemicals, MBT in proportion as per Manufacturer"s Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to properlevel, profile and slope, placing concrete, consolidation, finishing,curing, etc.,but excluding Formwork and reinforcement as specified and directed. Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas. |
| 28 | Below FFL including grade slab |
| 29 | Above FFL |
| 30 | Providing and mixing Corrosion Inhibiting Admixture Conplast WL of M/s. Fosrocorequivalent ofM/s Krishna Conchem in the concrete etc., complete as specified and directed. NOTE:The Dosageand other mixing methodology should be as per manufacturer"s specifications |
| 31 | 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 Note: 1.The blended cement i.e., PPC shall not have more than 25% of pozzolanas. |
| 32 | FORM WORK: |
| 33 | Providing centering and shuttering using 12mm thick marine plyboard at all depths and heights below and above plinth level, vertical, horizontal, inclined,circular including strutting, propping using steel pipes/acro stagging, removal, cleaning of the same for insitu reinforced cement concrete and in plain cement concrete work, pockets for machine/equipmet foundations as required including chamfers, splays, keys, wedges, nails, bracings, brackets and applying one coat of shuttering oil on all shuttering surfaces coming in contact with concrete etc., complete as directed. Note :- Plywood shall not be used for more than eight repitions. |
| 34 | a) Below and Upto Finish Floor Level |
| 35 | b) Above Finish Floor Level |
| 36 | REINFORCEMENT & STRUCTURAL STEEL |
| 37 | Supply, fabrication and erection of Reinforcement barsfor 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 1786of Tata, Vizag,Sail, JSW 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 directed. |
| 38 | Supply, Fabrication and Erection of Structural Steel work using Rolled Steel Joists, Beams, Channels, Plates, etc., at all levels above and below plinth level including supplying of steel sections and plates conforming to BIS 2062 of make Vizag Steel, Tata, SAIL, Jindal Ispat or any other approved manufacturer using ingots of above manufacturer make, loading, unloading, transporting the steel to site of work, cutting, fabricating using welding/bolts, using weld rods of make D&H, Advani, Philips or its approved equivalent and/or bolts and nuts from approved source, erecting using derricks/pulleys/cranes or any suitable means, fixing in position and painting withone coat of approved red oxide zinc chromate primer and two coats of Synthetic Enamel paint as per manufacturers Specifications of make Asian Paint, Berger, Johnson and Nickelson, Nerolac, cleaning the sections /plates by suitable means, etc., complete as directed by the Engineer-in-Charge. |
| 39 | Using rolled sections |
| 40 | Using Plates /Chequered Plates including MS insert plates/ embedded plates/pipes 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 completeas directed. Note :- Anchoring Legs will be paid under relevant items |
| 41 | Supplying, fabricating, erecting and fixing in position, foundation bolts, through bolts etc. using MS rounds of make M/s Tata, Vizag Steel, Jindal or approved equivalent conforming to IS 432and suitablenutsincludingthreading, 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 levelscomplete and as directed by EIC. |
| 42 | PRE-ENGINEERED STRUCTURAL WORK |
| 43 | Design, Supply, Fabrication & Erectionat 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 upto height of approximately (+) 07.50m at eaves level. The size of the shed is 50.00m long and 30.00m wide C/C of end columns. 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. |
| 44 | Design, Supply and Fabrication 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 4.00mm and minimum strength not less than Grade E 350 and Quality "C"as per the Table -1 of IS 2062 : 2011 manufactured byM/s. Tata, Vizag Steel, Jindal, SAIL make including 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/MAGwelding in a well established workshopusing 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., completeas specified anddirected. NOTE:The bolts used shall conform to A325 ASTM standards equivalent to 8.8 designation High tensile bolts conforming to IS 1367:2002 |
| 45 | Design, Supply ,Fabrication, Erection and 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, Jindal, SAIL make or any approved manufacturer using ingots of above makes of strength not less than Grade 250 and Quality "C" as per Table-1of IS-2062:2011 including providing Bolts and Nuts and other accessories wherever required, welding using MIG/MAG, painting with 2 (Two) coats of synthetic enamel paint over One (1) coat of Zinc Chromate primer of make M/s. Asian Paints, Johnson and Nicklson, Berger, Nerolac, etc., complete as specified and directed. |
| 46 | Design, Supply ,Fabrication, Erection and Providing Secondary Structural members including Purlins, Girt members, Eaves, Struts, Ridges and other items made out of Galvalume cold rolled sheets of Z shape of 75 x 200mm of minimum 2mm thickness ofstrength not less than Grade E 350 and Quality "C"as per the Table -1 of IS 2062 : 2011 manufactured byM/s. Tata, Vizag Steel, Jindal, SAIL make including shop painting , fixing to main members using Bolts and Nutsconformingto A325 ASTM standards equivalent to 8.8 designation High tensile bolts conforming to IS 1367:2002 including overlaps, etc., all complete as specified anddirected.The minimum average mass of zinc coating shall 460g/m2. Note: Overlaps will not be measured for payment. |
| 47 | Providing and Fixing Trapezoidal profiled Galvalume Sheets for roofings and claddings using sheets in 0.5mm TCT (Total Coated Thickness) and strength not less than 350 N/Sqmm including flashings, corners, ridges, eaves boards, rain water pipes etc., of approved make including fixing the sheets with Stainless Steelself tapping, self drilling and self fastening screws, and PVC Washers, etc., all complete as directed. |
| 48 | Providing and fixing Polycarbonate Sheeting of minimum thickness of 1.5 mmthick, Pressed to matching trough Corrugations of roofing ofGE make or any otherapproved equivalent make for sky lights including sealing around sheets with GE Siliconates or any othersealants, treating for rain proof, fixing sheeting with SS self tapping screws etc., complete as directed. |
| 49 | Providing and Fixing ventilators of required size, fabricated out of 0.5mm thick colour coated cold rolled Galvalume sheets for frame and louvers at spacing not more than 200mm c/c including fixing to the frame work, making it leak proof by proper overlapping/sealing with GE Siliconates around the ventilators, etc., complete as specified and directed. |
| 50 | 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 one coat of approved red oxide zinc chromate primer and two coats of Synthetic Enamel paint (Asian paint, Berger, Johnson and Nickelson, Pedilitie, Nerolac) of approved shadeetc., complete as specified and directed. |
| 51 | STONEMASONRY: |
| 52 | Random rubble stone masonry using approved local stones in foundations/pedestals and plinth at and at all depths below finished floor level in cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) including simultaneous flush pointing with the same mortar, bond stones, curing, etc.,using crushed stone sand of grade conforming to BIS 2116,complete as specified and directed. |
| 53 | Providing & Supplying stone pitching 22.5 cm thick including supply of stones and preparing surface complete. in cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) including simultaneous flush pointing with the same mortar, bond stones, curing, etc.,using crushed stone sand of grade conforming to BIS 2116,complete as specified and directed. (Stones to be brought from outside) |
| 54 | Providing & Supplying stone pitching 22.5 cm thick including supply of stones and preparing surface complete. in cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) including simultaneous flush pointing with the same mortar, bond stones, curing, etc.,using crushed stone sand of grade conforming to BIS 2116,complete as specified and directed. (Stones to be used from the site) |
| 55 | BRICK MASONRY: |
| 56 | Brick work using quality flyash (nonmodular) bricks of class designation 7.5conforming to IS12894 using cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116) at and at all depths below plinth level in foundation and in plinth, storm water drains, etc., simultaneous pointing with same mortar below ground level, and ranking out joints above ground level, curing etc.,complete as per specifications and as directed forsub structure etc., |
| 57 | Brick work using quality flyash bricks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 (1 cement :6 using crushed stone sand of grade conforming to BIS 2116 ) at all depths and heights below and above plinth level including pilasters, steel / tubular scaffolding, rakingout joints, curing etc., complete as per specifications and as directed in super structure. |
| 58 | Half brick masonry using non modular fly ash bricks of class designation 10, conforming to IS :12894 in partition walls in cement mortar 1:4 (1 cement :4 using crushed stone sand of grade conforming to BIS 2116) all depths and heights below and above plinth level including scaffolding, raking out joints, curing, etc., complete including providing stiffeners of reinforced cement concrete 1:2:4, 115 mm x 75 mm size at every 900 mm height, necessary formwork, curing, etc., complete as per specifications and as directed but excluding reinforcement. Note:- Reinforcement will be paid under relevant item. |
| 59 | PLASTERINGANDPOINTING: |
| 60 | Cement plastering 15 mm thick for internal walls in cement mortar 1:4 (1 cement :4 river sand) , and at all heights above plinth level over brick walls or concrete surfaces including making necessary grooves in between junctions of brick masonry and RCC and also other places wherever required over brick walls or concrete surface, preparation of surface, steel/tubular scaffolding, curing, etc., complete as directed. |
| 61 | Sand faced plaster 20 mm thick in 2 coats over exterior masonry and concrete surfaces at and at all heights above plinth level as given below with base coat in cement mortar 1:4 with approved integrated water proofing compound @ 2% by weight of cement, of M/s. Fosroc/Demach/ Huntsman/ Pedilite/ SIKA Qualcrete / MBT or as per manufacturer’s specifications, 12 mm thick and finishing coat in CM 1:3, 8 mm thick, final rendering, making necessary grooves, bands, drip moulds as required, finished smooth internal putty(lapam) ofBirla/Jkofnot less than thickness 1mm(one) thicknes) double steel/tubular scaffolding wherever necessary, hacking of concrete surfaces, curing, etc., complete as specified and directed. |
| 62 | Providing and applying white cement based putty in two coats withaverage thickness not less than1 mm, of Birla make or any other approved manufacturer, over the plastered wall surface (external/internal) to prepare the surface even and smooth complete. |
| 63 | Providing Flush/ Ruled/Raised and cut Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine river sand) including preperation of surface complete as specified and directed. |
| 64 | PAINTING: |
| 65 | Wall & ceiling painting with premium acrylic distemper, 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.of Asian or equivalent in Pidilite, Johnson & Nicklson, Nerolac, berger brand, manufacture and shade over two coats of approvedprimer at all heights above plinth level including preparing the surfaces, scaffolding and cleaning, etc., complete and as directed. |
| 66 | Painting exterior walls on sand faced plaster with two coats of Alkali & fungal resistance, dirt resistance exterior paint with comprehensive warranty of 5 years of required shade of Makes Asian - Apex Advancedor equivalent in Pidilite, Johnson & Nicklson, Nerolac, berger, of exterior quality haying 100% acrylic, of approved shade including preparing surfaces, external putty of Birla or its approved equivalent wherever required applying one coat of approved primer as per manufacturers specification, applying andfilling cracks or wherever required for external filler, curing, scaffolding, cleaning, etc., complete. Note :- Minimum Usage Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. or as per manufacturer"s specification |
| 67 | FLOORING : |
| 68 | Construction of Granular sub-base by providing HBG material conforming to Grading-ii of MoRTH Table 400-1 including cost, 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 Rotavatopr/approved means at OMC and compacting with 8 to 10 tonnes roller 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). |
| 69 | ProvidingoverRCC flooring, grade slab when concrete is in green condition, finishing top with hard finishing coat usingmetallic floor hardenerSikafloor®-1 MetalTop or any other equivalent from M/s. Fosroc, STP, Demach, Huntsman, Pedilite, Sunanda Chemicals, Agro Chemicals, MBT 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. |
| 70 | 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. |
| 71 | 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 Polysulphide filler, cleaning the joints using compressed air, drying the joint before application complete as directed. |
| 72 | Providing/fixing flexible Heavy duty PVC flooring and skirting using 2 mm thick PVC rollsconforming to IS 3462, manufactured by M/s. Premier / Armstrong / Royal house of approved shade. Thepattern & design, repairing & leveling the patches of existing floor with any approved filler including fixing the new rolls to different types of floors with Fevicol SR 998 or equivalent approved synthetic adhesive as per manufacturer"s specifications including cutting of rolls to required shape and size,Rolling with 20kg roller, providing V-groove and welding all joints using approved vinyl electrodes conforming to IS 8004, smoothening and cutting the welded beads, rolling over joints if required, in line, level including cost of all materials and labour etc., complete as directed by the Engineer-in-Charge. |
| 73 | X. Flooring |
| 74 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm of aerolite make or approved equivalent in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. |
| 75 | MISCELLANEOUSITEMS : |
| 76 | Providing grouting (including tamping) for foundations, structures, equipments, base plates, anchor holes, etc., with non-shrink, free flow grout ofshrinkhomp-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. |
| 77 | Providing and fixing160 mm n.b.un-plasticised PVC rain water pipes with necessary PVC clamps and wooden gutties of approved make conforming to IS: 13592 type ‘A’with injection moulded fittings jointing with approved synthetic adhesive seal rings conforming to IS: 5382 embedding the slab junctions leakproof testing complete in line, level and plumb all as directed. |
| 78 | Supplying, lowering, laying, mentioned below the nominal bore, RCC SPUN PIPES (Class NP2) /NP 4 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. |
| 79 | (a). 150mm NB NP-2 |
| 80 | (b). 300mm NB NP-2 |
| 81 | (c). 600mm NB NP-4 |
| 82 | Supplying and fixing GI Chain link fencing of required height with 50mm diamond mesh of approved quality and make with 3.15mm(10 gauge) galvanized iron wires conforming to IS 2721 including unrolling, straightening, stretching, fixing tight to structural steel posts and struts erected in position by means of 6mm dia approved quality galvanized iron machine straightened rods at top and bottom horizontally throughout fence and vertically at every angle post, fixed with approved quality galvanized iron hooks, bolts, nuts and washers etc., complete asspecified and directed. |
| 83 | Providing and fixing side hung MS tubular gates single/ double leavesof required size aloe ng with or without wicket gate , comprising 38mm n.b. heavy quality steel tube frame with 65x10mm thick MS flat for horizontal, vertical and diagonal stiffeners, including welding flat to frame work, supplying and fixing/welding 50mm square hard drawn steel wire fabric of Sl no.2 (50x50x3mm) conforming to IS 1566 of standard make or its approved equivalent with 20mmx3mm thick MS flat welded to frame and providing necessary heavy duty ball bearing side hung hinges, lugs, latches, locking arrangements, pipe inserts and other fittings and fixtures necessary for smooth operation of gates, providing and fixing/welding MS spikes of 12mm square bars at not more than 150mm C/C, fixing the gate leaves by welding to MS box column posts or embedded in concrete in masonry/ concrete pillars in CC 1:2:4, applying one coat of Zinc Chromate primer with two coats of Synthetic Enamel paint of Asian Paint, Berger, Johnson And Nickelson, Pidilite, Nerolac of approved shade for all exposed surfaces,cleaning by approved means complete as specified and directed. |
| 84 | DOORS, WINDOWS & ROLLING SHUTTERSETC: |
| 85 | Supplying and fixing in position approved motor automaticoperated (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 providingapproved 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, L&T or any approved equivalentalong 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). |
| 86 | Providing and fixing pressed steel door frames and shutters , of PROFILE - B conforming to IS: 4351, with Frame GI1.20 mm , Shutter : GI0.80 mm thick . Frame profile - 100 x 57 mmincluding ball bearingbutt hinge ( SS304 grade), of size 100x75x3 mm with screws, Motrise sash lock (H9-GU-BKS 2160, 65 BS/72/9 mm) , Euro profile 5 pin cylinder 5702, 70mm key , lever handle LT 001, 19 dia with roses& escutcheon (SS304) including painting with one coat of zinc primer and two coats of synthetic enamel paint and as directed by Engineer -in-charge.. |
| 87 | Supplying andfixinginpositionat all floors integrated powder coated aluminium(minimum thickness of polyester powder coating 50 micron), aluminium section [extruded] for aluminium Doors / windows (sliding/movable) /ventilators/ top hung/ fixed / grill/ adjustable louvered/ windows/ fixed partitions/ beading for fixing SS fly proof jali as per drawing of approved manufactures with extruded sectionsof Jindal / Indal / Aluminax or other approved eqivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications with all approved Bronze anodised aluminium fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary bronze anodised screws, grouting the gap with thermocole & GE sealant etc. all complete generally as per drawings, specifications etc., all as directed by Engineer in charge. but excluding the cost of glazing, which will be paid separately.NOTE: Approval of the Dept. for the complete design and shop drawing shall be obtained before commencement of the work. |
| 88 | Providing and fixing glazing with 4 mm thick plain float glass (weight not less than 10 kg/ sqm) of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC/EPDMlining as per the drawing and as directed for window shutters and ventilators. |
| 89 | Providing and fixing glazing with 5 mm thick plain float glass (weight notless than 12.50 kg/ sqm) of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC /EPDM lining as per the drawing and as directed for doors & partitions. |
| 90 | 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 complete as per direction of Engineer in Charge |
| 91 | Frame Size 65X100 |
| 92 | Frame Size 50X 100 |
| 93 | Providing and fixing factory made single extruded wpc ( Wood polymer Composite ) solid decorative type flush door shutter 30 MM thick nd 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 ) , Minimum compressive strength of 2200 N ( 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. WPC is to be laminated with pvc foil of minimum 14 microns , thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with neccessary full body threaded star headed counter sunk S.S Screws, including all hardware like aldrops, handles , tower bolts etc. completeas per direction of engineer in Charge. |
| 94 | 35 MM Thick |
| 95 | 30 MM Thick |
| 96 | Supplying and fixing to doors at and at all heights above plinth level approved best quality anodized extruded aluminium hanging floor door stopper (twin rubber stopper) 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. |
| 97 | Supplying and fixing to wooden doors etc. and at all heights above plinth level approved anodized extruded aluminium tower bolts conforming to relevant IS specifications (‘Classic’ or its approved equivalent) with approved cadmium plated brass screws of appropriate size etc., complete as directed. |
| 98 | a) using 250 mm long, 10 mm shoot. |
| 99 | b) using 150 mm long, 10 mm shoot. |
| 100 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers for aluminium doors and a pair of lever handles of approved quality with necessary screws with ISI marking classic/ J.S.E. (ECIE) make or any approved equivalent complete as directed by EIC |
| 101 | Supplying and fixing to wooden doors at all heights above plinth level approved anodized extruded aluminium handles with round grip and face plate conforming to relevant IS specifications and with ISI marking ‘Classic’/JYOTHI or approved equivalent and of size 125 mm (grip) with approved cadmium plated screws of appropriate size etc., complete as directed. |
| 102 | Supplying only approved anodized extruded aluminium heavy quality butt hinges with S.S. pin generally conforming to IS specifications CLASSIC, JYOTHI make or approved equivalent make) of size 125 x 63 x 4 mm with cadmium plated wood screws of appropriate size etc., complete as directed. |
| 103 | Supplying and fixing at and at all heights above plinth level hydraulic door closures of ‘EVERITE’/Godrej make or approved equivalent confirming to IS 3564 with all fixtures, fittings and approved screws of appropriate size etc., complete as directed. |
| 104 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll,with decorative lamination on both sides in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge. |
| 105 | Supplying and Fixing in position Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood/aluminium beading as specified and directed complete for change rooms |
| 106 | XIII.INTERNAL WATER SUPPLY: |
| 107 | Supplying, laying and fixing CPVC pipes confirming to ASTM D2846, SDR -13.5 at a working pressure of 320 PSI at 23 deg C, complete with all fittings and clamps, Fittings (Conforming to relevantIS/ASTM/BScode), in trenches, floors, walls including embedding if necessary, joining of pipes and fittings shall be done by solvent cement conforming to ASTM F-493,including bends, elbows, tees, reducers, sockets, unionsandotherspecials,supplyingandfixingwith hooks in wooden plugs or embedding in walls and floors, cutting pipes torequired lengths, making connections, cutting chases or holes in walls with machine & making good thesame,testing, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (CPVC pipes shall meet National Sanitation Foundation (NSF) requirement for drinking water system) |
| 108 | For the following Nominal Bore (NB) pipe: 15 mm |
| 109 | For the following Nominal Bore (NB) pipe: 20 mm |
| 110 | For the following Nominal Bore (NB) pipe: 25 mm |
| 111 | For the following Nominal Bore (NB) pipe: 40 mm |
| 112 | For the following Nominal Bore (NB) pipe: 50 mm |
| 113 | Providing and fixing in position heavy pattern screw down Gun metal ball valve with ball SS confirming to IS.778 with hand lever at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specification. |
| 114 | a)20mm nb |
| 115 | b)25 mm n.b. |
| 116 | c)40 mm n.b. |
| 117 | d)50 mm n.b. |
| 118 | Providing hoisting and installing at required elevation minimum three layered moulded HDPE cylindrical vertical water storage tanks of various capacities ofSintex 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 valveincluding making necessary supporting system complete as directed |
| 119 | XIV. EXTERNAL/INTERNAL SEWERAGE: |
| 120 | Providing and fixing uPVC pipes of Ring Stiffness SN 8 & relevant fittings for underground drainage and sewer system of catgeory Type B and conforming to IS 16098 Part-1 , for all depths, correct grade, levels and alignmentof following sizes and make M/s Ashirvad/Supreme or equivalent ,jointing with solvent weld or pushfit type for the external drainage system as per manufacturer specifications and encasing the pipe with 1:3:6 cement concrete. etc. and as specified and directed. Note :-The plain cement concrete will pe paid under relevant item |
| 121 | 110 mm dia |
| 122 | 160 mm dia |
| 123 | Providing laying or fixing in position under floors or against walls centrifugally CAST (SPUN) IRON SOCKET AND SPIGOT SOIL, WASTE, VENTILATION PIPES and fittings like bends, offsets, tees tappers, collars, connectors, plugs, shoes, etc. conforming to IS:3989, including cost of all fittings, jointing materials, joining with tarred spun (Jute) yarn and molten pig lead caulking the joints, including testing, painting with two coats of approved paint over a coat ofprimer etc. complete. |
| 124 | a) 75 mm n.b. pipes (with 1.8 kg of lead per joint) |
| 125 | b) 100 mm n.b. pipes (with 2.2 kg of lead per joint) |
| 126 | Providing and fixing in position best salt glazed STONE-WARE GULLY TRAP 150x150 mm square inlet and 100 mm n.b. outlet conforming to IS:651 including embedding the trap in 1:4:8 cement concrete.150mm x 150 mm C.I. grating at top, construction of brick masonry chamber 300 mm x 300 mm(internal) in 230 mm thick brick masonry in CM 1:6 over cement concrete of 150 mm thick bed of 1:4:8 embedding the trap, plastering with cement mortar 1:4, 20 mm thick on inside, outside and all exposed faces finished with a floating coat of neat cement, providing and fixing C.I. frame and cover weighing not less than 7 kgs, painting the grating, frame and cover with 2 coats of approved bitumastic paint etc. complete. |
| 127 | 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 ifnecessary 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 C.I. steps weighing not less than 3 ½kg 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 |
| 128 | a) 450x600mm |
| 129 | b) 600x900mm |
| 130 | Extra over above itemfor depths beyond 900 mm of Rectangular chamber including providing and fixing C.I. steps weighing not less than 3 ½ kg each @ 300 mm C/C, staggered vertically and horizontally etc., as per specifications. |
| 131 | a) 450x600mm |
| 132 | b) 600x900mm |
| 133 | Supplying and dry filling of aggregate of granite stone metal/chips including screening, depositing neatly in layers in Rain Water harvesting pits/Reverse filter bed. |
| 134 | (a) Stone clips 50 mm |
| 135 | (b) Stone clips 6 mm |
| 136 | (c) Coarse sand |
| 137 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 138 | XV. MISCELLANEOUS SANITARY ITEMS : |
| 139 | Providing and fixing approved ORRISA PATTERN W.C. SUITE of M/s. Hindware or jaguar make comprising a) Orissa patterns W.C. best Indian make in light coloured glazed vitreous chinaware, 580 mmx400 mm with ‘P’ or ‘S’ trap. b)PVC low level flushing cistern of 10 lts. Capacity conforming to IS:7231 with all internal PVC fittings mounted on a pair of CI brackets of heavy quality with 32 mm nb PVC bend of required length complete. c) 32 mm nb PVC flush pipe of appropriate length with all fittings synthetic adhesive cement jointed concealed in wall. d) 15 mm n.b. heavy quality PVC inlet connection with CP brass unious at ends e) 15 mm n.b. heavy quality G.I. pipe and specials for overflow from cistern upto 150 mm above floor level concealed in wall and terminated with 15 mm n.b. CP brass mosquito proof jalli etc. complete f) 15 mm n.b. screw down heavy quality C.P. bras stopcock conforming to IS: 781. g)15 mm n.b. heavy quality GI overflow pipe with specials from cistern |
| 140 | Providing and fixing wash basinsize 630X450mm ofM/s. Hindware/jaguar or approved equivalentofwith C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm 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 |
| 141 | Providing and fixing as per IS 2556flat back half stall urinal of size 580x380x350 mm of M/s. Hindware or Jaguarmake supporting the pan on suitable heavy quality CI wall brackets, 32 mm n.b. heavy quality, approved make CP brass bottle trap with extension piece, fixing with CP brass spreader and suitable heavy quality CP brass waste coupling to urinal basin, CP brass grating, spring based flush valve for operation of water flushing etc., complete as specified and directed. |
| 142 | Providing and fixing SS liquid soap dish/ container ofHindware or Jaguarinwith CP brass brackets, cap etc., fixed to wall with CP brass screws, screwed on to wooden rawl plugs etc., complete as directed for all wash basins. |
| 143 | Providing and fixing in position bevelled plain edged mirror 600 x 450mm made out of best Indian glass of 6 mm thick of approved manufacturer, mounted on plywood sheet/ plain AC sheet of 6 mm thick fixed in position with four number of CP brass screws with detachable CP brass caps, washers, rawl plugs, etc., complete for size given below. |
| 144 | Providing and fixing C.P. brass TOWEL RODS of approved equivalent of size 600 mm x 20 mm with a pair of C.P. brass brackets, wall flanges etc., of Hinware or jaguar make fixed to wall with C.P. brass screws, screwed on to rawl plugs etc., complete. |
| 145 | Providing and fixing cast iron "P" trap with 100 mm outlet, cadmium plated brass dome grating, necessary 1:2:4 cement concrete for embedding the trap, finishing interor portion of floor opening with cement plaster in CM 1:4 with floating coat of neat cement, etc., complete as directed for Urinals. |
| 146 | Providing and fixing CI NAHANI TRAP of self cleaning design of deep seal of over all depth of 150 mm and weight not less than 5.75 kgs with 75 mm outlet, having a minimum water seal of 50 mm with grating on top including necessary 1:2:4 cement concrete for embedding the trap, finishing interior portion of floor opening with cement plaster with float coat in CM 1:4 etc., complete with CP brass grating. |
| 147 | Providing and fixingCP brass wall mixer of 15 mm nb with a provision of cold and hot water taps and a mixing valve for connection to shower rose, of deluxe pattern of Jaguar make or equivalent conforming to IS 1701 complete as directed. |
| 148 | Providing and fixingbest quality colour glazed Stainless steel Soap dish, recessed type of Jaquar Cat. No. AHS -1531. |
| 149 | Providing and fixing heavy quality fancy variety C.P. brass screw down CONCEALED TYPE STOP COCKS of Jaguar/ M/s. Bilmat/GEM/ ESSCO/Metro or approved equivalent make conforming to IS:8931 on G.I. lines of size 15 mm for shower. |
| 150 | Providing and fixing heavy quality fancy variety C.P. brass screw down BIB TAPS/Push Tap/Two Way Bib Tap of M/S. Jaguar/Hindware make conforming to IS: 8931 on G.I. lines- size 15 mm. |
| 151 | Providing and fixing approved type CP brass coat and hat hooks 2 Nos. (one unit) of approved pattern & shape fixed to wall/door shutter with suitable screws and plugs as required all as directed and specified. |
| 152 | ROAD WORK & MISC : |
| 153 | Surface excavation not exceeding 300mm to 450mm depth for road, pavement, building area, formation etc in required camber, profile, excavating using mechanical equipment or any suitable means, filling the ditches with the good available earth, spreading, breaking clods, lumps, watering, dressing, levelling, compacting and consolidating surface with 5 to 8 tonne roller including clearing the areas of all grass, rank vegetation, shrubs, bushes, cutting of trees upto 300 mm girth measured at 1.0 m above ground level,disposing the spoils within a distance of50m etc., completeas specified anddirected. |
| 154 | Extra over above item for road work for consolidation using 8 to 10 Ton rolleretc.,complete as specified anddirected. |
| 155 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required,laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, to be paid separately). |
| 156 | Providing, fixing, filling and sealing expansion/construction joints using 12 mm thick bitumastic board manufactured by M/s. STP Ltd., or any other approved equivalent in expansion joints of cement concrete roads 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 Shalitex 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. |
| 157 | WATERPROOFING : |
| 158 | Water proof plaster in cement mortar 1:3 ,with waterproofing compound make of ( M/s Fosroc , MBT, Sika, Sunanad aChemicals etc.) @ 2% by weight of cement including scaffolding, curing, hacking of concrete surfaces etc. Complete a) 15 MM thk for underground pits/drains etc. |
| 159 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. |
| 160 | NOTE :- 1)The treatment shall be tested by ponding water for a period of 10 days. If due to location of rain water pipes the average thickness of treatment exceeds 110 mm for easy flow of water the extra brickbat coba will be paid as extra item and the rate for the same to be got approved from the Department before execution 2) The waterproofing treatment is to be guaranteed for bone-dry condition for a period of 10 years in the prescribed proforma. 3) The measurement for payment shall be the entire area of terrace covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace. |
| 161 | Electrical Supply, installation, testing and commissioning of415V TPNPower Distribution Board 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. All PDBs shall have: a. LED type R,Y,B indicating lamps with MCBs to be connected on line side - 1 set b. Digital multi function meter with facility to indicate all the 3 line voltages, currents, power, energy to be connected on bus side with necessary CTs, MCBs, etc-1set Make ofPDB Panel -OEMs-L&T / Schneider Electric / Siemens or Authorized licensed channel partners of OEMs |
| 162 | PDB with following components: a. 125 A, 36 KA TPN Microprocessor based MCCB with adjustable over load, short circuit and earth fault release - 1 No Incomer b. 63 A TPN SDFU - 4 Nos c. 32 A TPN SDFU - 4 Nos |
| 163 | Supply |
| 164 | Installation |
| 165 | LDB with following components: a. 63 A, 36 KA Microprocessor based MCCB with adjustable over load, short circuit and earth fault release - 1 No Incomer b. 32 A TPN SDFU- 6 Nos |
| 166 | Supply |
| 167 | Installation |
| 168 | Supply and installation of Legrand/Hager/ Havells/ MDS/Siemens make vertical model double door TPN/SPN Distribution boards with minimun IP 43 of following sizes |
| 169 | 12 way TPN MCB DB with following components. a. 63 A , 300mA FP RCBO - 1 No Incomer b. 32 A TP MCB- 7 Nos c. 25 A SP MCB - 6 Nos d. 16 A SP MCB - 9 Nos Note: MCB shall be "C" curve |
| 170 | Supply |
| 171 | Installation |
| 172 | 8 way TPN MCB DB with following components. a. 63 A , 100mA FP RCBO - 1 No Incomer b. 16 A SP MCB - 6 Nos d. 10 A SP MCB - 18 Nos Note: MCB shall be "C" curve |
| 173 | Supply |
| 174 | Installation |
| 175 | Supply and fixing of 6 way MCB weather proof enclosure box fitted with 1 No 16 A SP MCB and 5 Nos 10A SP MCBs of Legrand/Hager/Siemens make for outdoor lighting control. |
| 176 | Supply |
| 177 | Installation |
| 178 | Supply and installation of following light fittings of Philips/Wipro/Bajaj make with all accessories like supporting hard ware downrods etc as required to complete the installation in all respects |
| 179 | LED Industrial High bay light fittings with wide beam optics, high pressure die cast Aluminium construction, output >12000 Lumens, 5700K, efficacy >100 lm/W, IP 65, integral type fitting similar to Philips Maxolid BY415P |
| 180 | Supply |
| 181 | Installation |
| 182 | 2ft x 2ft recess mounted LED light fittings with metallic CRCA powder coated housing with high efficiency diffuser, lumen > 2800, efficacy> 100lm/W |
| 183 | Supply |
| 184 | Installation |
| 185 | Industrial LED surface mounted tube light fitting with extruded Aluminium housing with polycarbonate cover having lumen output > 1800 lumens |
| 186 | Supply |
| 187 | Installation |
| 188 | IndustrialLED flood light fittings with high pressure die cast Aluminium construction, output >7000 Lumens, 5700K, efficacy >100 lm/W, IP 65, integral type fitting similar to Philips BVP120 |
| 189 | Supply |
| 190 | Installation |
| 191 | Supply and laying offollowing sizes of 1.1 KV gradeXLPE insulated, PVC extruded inner sheathed, armoured, FRLS PVC outersheathedcable on cable trays/trenches with all accessories Make: Polycab/ GEM / SPM / Rallison / Universal / Torrent / RPG / CCI / KEI. |
| 192 | 3.5 core 120 sqmm armoured Aluminum cable |
| 193 | Supply |
| 194 | Installation |
| 195 | 4 core 25 sqmmarmoured Aluminium cable |
| 196 | Supply |
| 197 | Installation |
| 198 | 4 core 6 sqmm armoured Copper cable |
| 199 | Supply |
| 200 | Installation |
| 201 | 3 core 1.5 sqmm armoured Copper cable |
| 202 | Supply |
| 203 | Installation |
| 204 | 3 core 1.5 sqmm flexible Copper cable |
| 205 | Supply |
| 206 | Installation |
| 207 | Providing end terminations for following sizes of 1.1 KV grade XLPE insulated and PVC sheathed armoured cables withrequired hard ware like heavy duty weather proof double compression glands, heavy duty long barrel copperlugs etc complete Make of glands/ Lugs: Dowells/Jainson/HMI |
| 208 | 3.5 core 120 Sqmm armoured Aluminum cable |
| 209 | 4 core 25 sqmm armoured Aluminum cable |
| 210 | 4 core 6 sqmmarmoured Copper cable |
| 211 | 3 core 1.5 sqmm armoured copper cable |
| 212 | 3 core 1.5 sqmm flexible copper cable- PVC glands |
| 213 | Supply and installation of Legrand/ Hager/Siemens/ Havells make 32 A 3 pole & Earth Metal clad power socket with 32 A TP MCB control including plug top |
| 214 | Supply |
| 215 | Installation |
| 216 | Supply and installation of Legrand/ Hager/Siemens/ Havells make 20 A 2pole & Earth Metal clad power socket with 25 A SP MCB control including plug top |
| 217 | Supply |
| 218 | Installation |
| 219 | Supply and installation of 300mm sweep industrial exhaust fan of Usha/ Almonard / Bajaj make to be fixed in wall opening with all required accessories |
| 220 | Supply |
| 221 | Installation |
| 222 | Supply and installation of following sizes ofsurface mounted PVC modular Switchboards with PVC back box, PVC frame, cover plates and switches with spark sheilding . Make: Schneider , Legrand , Crabtree, Northwest |
| 223 | 6 modular PVC switchboard with 6 Nos 10A switches |
| 224 | Supply" |
| 225 | Installation |
| 226 | 6 modular PVC switchboard with 2 Nos 16A switches and 2 Nos 6/16A 5 pin shuttered socket |
| 227 | Supply |
| 228 | Installation |
| 229 | Point wiring with 3 runs (Line, Neutral Earth) of 1.5 Sq.mm flexible FR copper wires of Finolex / L&T/ Polycab make to be drawn in 2mm thick PVC conduit/channels of Sudhakar/ Modi make with ferruling on both ends including cost of pipes, channels. Length of each circuit is 5m approximately |
| 230 | Supply |
| 231 | Installation |
| 232 | Supply and fixing of 150mm wide 50 mm high hot dip GI perforated cable tray of 16 SWG thickness |
| 233 | Supply |
| 234 | Installation |
| 235 | Supply and fixing of 50mm wide 25mm high hot dip GI perforated cable tray of 16 SWG thickness |
| 236 | Supply |
| 237 | Installation |
| 238 | Supply and installation of 3 way powder coated MS junction boxes of 2mm thickness along with 6A 4 way connectors suitable for terminating 3c X 1.5 Sq.mm cables |
| 239 | Supply |
| 240 | Installation |
| 241 | 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. |
| 242 | Supply and installation of panel front rubber mats of size2 Mts x 1 Mtswith 2 mm thick as per latest IS 15652:2006 |
| 243 | Supply |
| 244 | Installation |
| 245 | Supply and fixing of 10 KVA, 415/415 V dry type lighting transformer with tap changer confirming to applicable Indian standards. The transformer shall be housed in an enclosure suitable for mounting on floor. Make: Any ISO certified firm. |
| 246 | Supply |
| 247 | Installation |
| 248 | Supply and installation of 3 phase 415V 40kA surge suppressor module with required phase separators/ spreader links mounted in a metal enclosure box along with required hardware for fixing on the wall. Make: L&T/ Schneider/Siemens |
| 249 | Supply and installation of following material for providing earthing and lightning protection as per IS. Lightning protection has to be provided on the roof sheeting of a shed of about 10m height with all standard accessories as per IS. |
| 250 | Supply and installation of maintenance free earthing stations with copper bonded steel ground rod of 3 Mts long , Ground Enhancing Material (GEM), inter connecting earth tape between earthing stations and back fill material. Make: Ashlok, Vimco, JEF |
| 251 | Supply |
| 252 | Installation |
| 253 | 25 x 6 mmhot dipped GI strip to be clamped on wall / laid in ground for earthing and to be clamped on roof sheeting / fixed on wall for providing lightning protection along with required insulators |
| 254 | Supply |
| 255 | Installation |
| 256 | 25 x 3 mmhot dipped GI strip to be clamped on GI cable tray for earthing protection |
| 257 | Supply |
| 258 | Installation |
| 259 | 5 pronged copper air terminals along with 15 mm GI pipe of 1.0 meter long with suitable mounting arrangements |
| 260 | Supply |
| 261 | Installation |
| 262 | 8 SWG GI wire |
| 263 | Supply |
| 264 | Installation |
| 265 | DOL starter |
| 266 | Supply |
| 267 | Installation |
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