Nuclear Fuel Complex Tender
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Nuclear Fuel Complex - NFC Tender
Civil And Construction
Eprocure
Opening Date5 Sep 2022
Closing Date4 Nov 2022
Tender Amount₹ 34,30,00,000
Costs
EMD
₹ 44,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_NFC_710212_1Bid Award Id
ViewTender No
C/1283/2022Tender Authority
Nuclear Fuel Complex ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
a) Upto 1.50 m depth from average natural ground level.
500
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b) Above 1.50 m upto 3.00 m depth from average natural ground level.
200
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Excavation in foundations and over areas in hard rock using wedging, chiselling or any approved method for the depths specified below from average natural ground level including dewatering if necessary, dressing bottom to required level, profile/slope, for all lifts including getting out the excavated soil, all lifts, filling in low lying area with selected/ stacking for further use within the colony area, in case of filling ist shall be in layers not exceeding 250 mm, consolidating, leveling clearing of all the areas, disposing the spoil within colony area complete as directed by EIC for in foundations , trenches for pipes, sewers, internal and external Rcc drain pipes,storm water drains, electrical cables trenches PumpHouse and, ground level reservoir etc.
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a) Upto 1.50 m depth from average natural ground level.
15000
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b) Above 1.50 m upto 3.00 m depth from average natural ground level.
500
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b) Above 3.0m upto 4.5 m depth from average natural ground level.
150
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-
c)Above 4.50m upto 6.0 m depth from average natural ground level.
150
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-
d)Above 6.0m upto 7.5 m depth from average natural ground level.
150
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Excavation in trenches for pipes and sewers, for manholes, valve chambers,pedastals etc in all soils except soft and hard rock for all depths from or above average natural ground level including dewatering if necessary, dressing bottom to required level, profile/slope, all lifts including including getting out the excavated soil, all lifts, simultaneous filling in low lying area with selected/ stacking for further use within the colony area, in case of filling it shall be in layers not exceeding 250 mm, consolidating, leveling clearing of all the areas, disposing the spoil within colony area complete as directed by EIC for in foundations , trenches for pipes, Note: 1. The existing filled rock formation is considered as soil only and will be measured in this item. 2.The refilling of the removed filled rock formation shall be if stacked and used in refilling on conversion to further sizing /grading shall be only paid under speperate item 3. The stacking of soil shall be at a location so that double handling of material shall be avoided. no additional payments will be made for double handling of materials. 3.Certain quantity of this removed rock formation material shall be converted in to as aggregates for /GSB/Filler etc. and will be paid under relevant items.
6000
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Excavation in trenches in soft rock for specified depths from average natural ground level including dewatering if necessary, dressing bottom to required level, profile/slope, all lifts including including getting out the excavated soil, filling in low lying area with selected/ stacking for further use within the colony area, in case of filling it shall be in layers not exceeding 250 mm, consolidating, leveling clearing of all the areas, disposing the spoil within colony area complete as directed by EIC for for pipes and sewers, for manholes, valve chambers,pedastals etc
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a) Upto 1.50 m depth from average natural ground level.
400
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b) Above 1.50 m up to 3.00 m depth from average natural ground level.
200
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Excavation in trenches in hard rock using wedging, chiselling or any approved method for the depths specified below from average natural ground level including dewatering if necessary, dressing bottom to required level, profile/slope, for all lifts including getting out the excavated soil, all lifts, filling in low lying area with selected/ stacking for further use within the colony area, in case of filling ist shall be in layers not exceeding 250 mm, consolidating, leveling clearing of all the areas, disposing the spoil within colony area complete as directed by EIC for pipes and sewers, for manholes, valve chambers,pedastals etc.
-
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a) Upto 1.50 m depth from average natural ground level.
5000
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b) Above 1.50 m upto 3.00 m depth from average natural ground level.
2000
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Manufacturing of Coarse / Fine Aggregates of required size and grading confirming to relevant BIS codes from rock extracted from rock excavation and from stacked from removed filled rock formation, making aggregate by using stone crusher and sieves/screens or equivalent machinery/equipment suitable for making GSB/ fllers/WMM etc mixing of various sized aggregates, including transportation of selected excavated rock to crusher, loading and unloading, testing the aggregates, stacking if required the approved material and disposing unserviceable material to the identified area within the complex, all consumables, labour, tools and tackles, permits, protective measures for air borne pollution like sprinkling water, all lifts, etc. complete as directed. NOTE:
1. Providing and Installation of crusher and other machinery of required capacity for the operation and its maintenance with all permits is in the scope of contractor at noextra cost to NFC.
2. Payment shall be made on the basis of aggregate consumed in items like /GSB/Filler/WMM, etc. ( Aggregares as per design mix, GSB as per thicknes of compacted layer, filling by levels/ suitable method of using truck measurements with void deduction of 50% and 20% for coarse and fine aggregares respectively. )
3. Transportation of excavated rocks from anywhere within plant boundary upto crusher is in Contractor’s scope. 4. Excavated formation material if used in filling will not be mesured.
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i) For coarse/ aggregate/ coarse sand for filling
16000
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iii) GSB for flooring and road WMM etc
500
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Lead charges for the 2 KM or part thereof for additional lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock , other unserviceable materials etc., out side the premises/ complex ascided by EIC
Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% for soil and 50% for rock respectively.
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a) for soil and fine materials
1500
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b) for rock, debris etc
1500
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Excavating, supplying and filling of local earth from outside query/ source by mechanical transport also including ramming and watering of the earth in layers not exceeding 200 mm in top/bottom/sides of foundation, reservors, road formation, etc. Complete for all leads as available from approved source of query. Note: The rate quoted shall be as per available source of earth by the bidder. No extra cost will be payable due to change in source that involved in increase in lead / transportation.
350
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Filling of manufactured selected soil/ sand/ graded dust mnanufactured/ graded GSB/WMM from the crusher, including transportation to work spot of filling/ formations, including ramming and watering of the earth in layers not exceeding 200 mm in sides of foundation, reservors, pedastals, trenches etc. Complete
16500
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Providing anchors/ shear connectors of using 16mm dia steel reinforcement bars of length 1200mm within 25mm dia drilled holes to a depth not less than 600mm length, cleaning holes, blowing with compressed air, filling annular space with non shrink free flow grout of M/s Fosroc/M/s ACC/ M/s BASF, bending the rod in to floor reinforcement complete as directed
6400
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II. CONCRETE (PLAIN AND REINFORCED) :
-
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Plain Cement Concrete mixing using Weigh Batching or RMC using PPC conforming to conforming to IS 1489 Latest Edition (M/s. ACC, Ultra Tech,Birla/ Ambuja) with crushed sand and graded stone aggregates of 20mm maximum size ( from outside query) at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., for mudmat, plinth protection, storm water drains, coping, bedding for water tanks for box type water proofing, pedestals for pipe supports, etc. complete as specified and directed. Note: PPC conforming to IS 1489 should not be more than 25% of weight of cement and is of mixed at cement manufacture unit only. 2. incase of using aggregate from manufactured at site in concretes, the cost of excavation of rock and manufacturing aggregates will not be payable.
-
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i) M10 using aggregate from outside source/query for mud mat below reservoir, footings,plinth protection etc
900
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iii)M15 using aggregate from ouside source/ query for pedestals, fence posts Electrical post, foundation, pipe encasement, storm water drain, internal roads etc ( pipe area to be deducted for encase ment for payment) etc
1000
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Reinforced Cement Concrete by insitu mixing using Weigh Batching or RMC of Mix of specified grade (Minimum Cementitious Content not less than quantity indicated IS 456 kg/Cum) up to specified level using using PPC conforming to IS 1489 (M/s. ACC, Ultra Tech, Birla, Ambuja make) with crushed sand and graded stone aggregates of 20mm/ 6mm maximum size( from outside query) 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 proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and steel as specified and directed. NOTE:- PPC conforming to IS 1489 should not be more than 25 % of weight of cement specified in the code and is of mixed at cement manufacture unit only 2. incase of using aggregate from manufactured at site in concretes, the cost of excavation of rock and manufacturing aggregates will not be payable.
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i) M25 Below plinth level including grade slab,machine foundations, cable trench, culvert&channels etc., using aggregate from outside querry
1900
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ii) M25 Above plinth level using max 20mm aggregate for lintels, chajjas,slab, etc using aggregate from outside querry
30
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iii) M30 garde Below plinth level including structural members like water tanks. Columns form part of tank pump house etc asper drawings using aggregate from out side querry
2000
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iv) M30 Above plinth level for structural memenbers like water tanks, Columns form part of tank etc as per drawings using aggregate from out side querry
600
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Casting and fixing in position precast reinforced cement concrete covers of required size in RCC M-25 insitu mixing BY WEIGH BATCHER using PPC conforming to IS 1489 Latest Edition (M/s. ACC, Ultra Tech,Chettinadu, Birla, Ambuja) using crushed sand , graded stone aggregate of 10 mm maximum size (from outside query) 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/ cable trench with and without holes. NOTE:- PPC conforming to IS 1489 should not be more than 25 % of weight of cement specified in the code and is of mixed at cement manufacture unit only 2. incase of using aggregate from manufactured at site in concretes, the cost of excavation of rock and manufacturing aggregates will not be payable.
380
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Extra for adding water proofing compound of Pidilite/ Fosroc/Pidilite/ BASF/Krishna Conchem Products Pvt. Ltd. at 2% of cement or as per manufacturer's specifications for water retaining structures, mixing the water proofing compound to concrete at site / RMC complete as directed by EIC. Note; Concrete shall be designed for given grade quantity of water proofing compound by RMC. Payment shall be made as per cement consumption of 50 kg bag of cement
25000
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III. FORM WORK :
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Providing centering and shuttering using steel shuttering plates/ ply wood at all depths and heights below and above plinth level, vertical, horizontal, inclined including strutting, propping using H-steel pipes/Cup&lock stagging, removal, cleaning of the same for insitu reinforced cement concrete and in plain cement concrete work as required including chamfers, splays, keys, wedges, nails, bracings, brackets and applying one coat of shuttering oil of CEMOL on all shuttering surfaces coming in contact with concrete etc., complete as directed. The rates quoted are applicable upto a height of 3.50m
-
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Below plinth level for mudmat, road, plinth protection , electrical& fence trenches/posts, pedastals, rafts, machine foundations, footings, grade slab etc of structures without stagging.
19000
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Below and Upto plinth level for walls, slab & beams, staircases, lintels&chajjas etc ( Inclusive of stagging)
11000
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Above plinth/raft/floor level for all heights for walls, columns, roof slab of height 3.5m & beams, staircase, catwalk Note: Only for slab stagging beyond 3.5 m height will be paid seperately under relevant item
5000
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Additional stagging beyond 3.5m for supporting slab, providing including designing and providing vertical, horizontal, inclined struts , props,bracings etc using H-steel pipes/Cup&lock stagging, removal, cleaning of the same etc to the required height including chamfers, splays, keys, wedges, nails, bracings, brackets complete as directed. Note: Design shall be submitted for approval of NFC and rate shall be inclusive of the same 2. Only slab area will be measured for payment in plan dimensions for 1metre height beyond initial height of 3.5m 3. No payments shall be paid for other structures like chajjas/ lintels/cat walks, columns etc to be provided beyond height of 3.5m
2500
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IV. REINFORCEMENT & STRUCTURAL STEEL
-
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Supply, fabrication and erection of Reinforcement bars of grade Fe-500D for Reinforced cement concrete items at and at all depths and heights below and above plinth level with high yield strength deformed bars confirming to IS 1786 with TM Treated steel of Tata, Vizag,Sail , JSW make, or any other make who supplies reinforcement using ingots of above manufacturer, 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.
750
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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 or any suitable means, fixing in position and painting with one 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.
-
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Using rolled sections
70
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Using Plates
9
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Supplying, fabricating, erecting and fixing in position, insert plates/ embedded plates/pipes of GI/MS in heavy quality conforming to relevant BIS2062/ 1239/3589(of not less than pipe thickness to which it is to be connected) of required shape and size, welding anchoring legs not less than 12mm dia MS rods, for pipe inserts, not less than 6 mm thick with plate for puddle flanges etc placing in position in concrete while casting, including painting with one coat of approved anti corrosive paint of shalimar product for embedded portion of pipe as per drawing in line, level and plumb complete as directed for rainwater spouts, vent pipes, EPs for railing, staircase, ladders etc.
9
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Providing and fixing SS mosquito mesh of 304 grade for pipe inserts for resrvoir vents cutting to required shape and size as per drawing
125
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Supplying, fabricating, erecting and fixing in position, SS Pipe inserts with puddle flange of thickness not less than 6 mm and pipes and flanges to withstand 10 kg/ Sqcm, made out of seamless SS304L conforming to relevant ASTM code of required shape and size, welding using SS welding elctrodes of D&H, Advani, Philips for flanges etc placing in position in concrete while casting, as per drawing in line, level and plumb complete as directed for Reservoir pipe connections
5000
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Supplying, fabricating, erecting and fixing in position, foundation bolts using MS rounds conforming to IS 432 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.
1
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V. STONE MASONRY :
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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 including simultaneous flush pointing with the same mortar, bond stones, curing, etc., using crushed sand of grade conforming to BIS 2116, complete as specified and directed. Note: In case stones extracted from excavation are used in the work, the rock excavtion cost shall not be made for the quantity of stones used.
500
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Random rubble masonry with hard stone in superstructure above plinth level for all heights in cement mortar 1:6 including bond stones etc flush pointing the joints for raising compund wall etc complete as specified and directed.Note: In case stones extracted from excavation are used in the work, the rock excavtion cost shall not be made for the quantity of stones used.
50
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VI. BRICK MASONRY :
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Brick work using quality flyash (non modular) cement bricks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 using crushed 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 below ground level, curing etc., complete as per specifications and as directed for sub structure,closing of pipe ends, storm water drains etc.,
1500
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Brick work using quality flyash cement brciks of class designation 7.5 conforming to IS12894 using cement mortar 1:6 using crushed sand of grade conforming to BIS 2116 at a heights above plinth level including pilasters, steel / tubular scaffolding, raking out joints, curing etc., complete as per specifications and as directed in super structure.
200
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Half brick masonry using fly ash cement bricks as of 7.5 grade in partition walls in cement mortar 1:4 using crushed sand of grade conforming to BIS 2116 at 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.
50
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VII FLOORING & WALL CLADDING :
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Granular sub-base using HBG material conforming to Grading-ii of MoRTH Table 400-1 ( manufactured out of rock available at site) including 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 suitable 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 for subbase of water tanks and pumphouse nd any other spcified areas.
Note: Measurement for payment will be made based on levels on compaction of layer 2. manufatured aggregates from stones extracted from excavation shall be used in the work. The rate quoted shall be considered free of cost material for the quantity of GSB/HBG used.
400
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Providing and laying at all floors and levels 6mm (min) thick first quality glossy/ matt / antiskid/rustic / digital collection etc. ceramic tile flooring as per the approved pattern and colour as mentioned below conforming to IS 15622 of M/s Somani,Khajaria/Jhonson&jhonson/AGL laid in cement mortar bedding / backing, close jointed and grouted with cement slurry, jointing with matching coloured cement of colour of the tiles, pattern and design finished to level, line, slope and plumb including cutting of tiles, making openings/cutout if necessary, wastage and final cleaning of surfaces as required, curing etc.complete all as per drawing specifications & as directed by Engineer in charge.
a) In flooring with rustic/matt finished of 300x300 mm, 600 x 600mm or equivalent approved sizes of ceramic tile laid over 20mm thick cement mortar bedding 1:4 ( 1 cement : 4 M.sand)
b) In skirting laid over 12 mm thick CM 1:3 using M sand as backing. c) Anti skid ceramic tile with 200X150 mm or equivalent approved sizes of ceramic tile laid over 20/15mm thick cement mortar bedding 1:4. In dado / clading with tile of size 200x 150 mm or size as per working drawing laid over 12 mm thick CM 1:3 backing for toilets.
Note: i) Quoted rate shall include extra cement mortar required to match the water proofing plaster if any to maintain the lines and plumb of dado.
ii) The quoted rate shall include border / combination of tiles as instructed by the Engineer in Charge
iii)The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly.
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For Flooring using 600X 600 x9mm Size tiles for toilets
200
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For Skirting using 600X 600 x9mm Size tiles for matching areas
10
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For Dadoo using 450x300 Size tiles toilets
25
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Cement concrete flooring IPS 40 mm thick 1:2:4 (1 cement : 2 coarse Msand : 4 graded stone aggregate) with 10mm thick nominal stone aggregate finished with a floating coat of neat cement, including cement slurry, including the cost of nosing of steps for gas bank etc. of guest house etc. complete.
150
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Provdidng 18mm thick Cement plaster skirting , storm water drain etc height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement complete as specified and directed
50
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Providing & fixing 25MM thick Kota stone flooring using stones /slabs of 600mm approx.,of 20mm to 25mm thick for landing of staircase laid over 20mm (average) thick base base of 1:4 ( 1 cement : 4 coarse Msand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete w in all levels/height with all lead and lifts including labour, necessary tools and plants, all material, etc,. and as per the direction of engineer in charge.
60
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Kota stone slabs 25mm thick in risers of steps,skirting,dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse Msand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. in all levels/height with all lead and lifts including labour, necessary tools and plants, all material, including edging/ nosing and making grooves as per arch design etc,. and as per the direction of engineer in charge.
70
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VIII. DOORS, WINDOWS & ROLLING SHUTTERS ETC :
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Supplying and fixing in position at all floors integrated bronze anodised matt finished [15 micron thick], aluminium section [extruded] for aluminium Doors / windows (sliding/movable) /mesh windows /ventilators/ top hung/ fixed / grill/ adjustable louvered/ windows/ fixed partitions as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax make using 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 filler of thermocole beading /polymer variety & 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.
800
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Providing and fixing glazing with 4 mm thick plain float glass of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC/EPDM lining as per the drawing and as directed for window shutters and ventilators.
50
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Providing and fixing glazing with 5.5 mm thick plain float glass of approved quality (Atul, Modiguard, Triveni, Hindustan Pilkington) including PVC/EPDM lining as per the drawing and as directed for window shutters and ventilators.
50
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Providing and fixing Wood Polymer Composite Frames at all heights above plinth level for doors as per drawing using size 65x100mm and fixed in position including providing and fixing with suitable size of coach screws wherever required / M.S. hold fasts of size 40 mm x 3 mm and 200 mm long, bent to shape embedded in cement concrete 1:2:4 blocks for door frames, fixed in position with necessary lugs rawl plugs and screws and coach screws, masonry/concrete, etc., complete as indicated in drawings and as directed.
50
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Providing and fixing in position double/single leaf flush door shutters of solid block board core, 35 mm thick, BWR grade, at all heights above plinth level internally lipped with second class teakwood, 25 mm deep along all edges of shutters bounded with water-proof type phenol formaldehyde synthetic resin, hot pressed, Chemicaly treated and pre-lamination of required design, colour and pattern of requisite finish providing and fixing under pressure with approved type adhesive 200 x 150 mm laminated sheet on both sides where mortice lock is fixed , including providing &fixing ISI marked 3 nos SS butt hinges with SS pin size 125 x 63 x 1.9 mmwith screws, &fixing hinges supplied under relevant item to shutter and frame and complete generally as shown in drawings and as specified and directed for single door shutter / double door shutters.
-
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Single leaf flush door shutter with both side pre-lamnation of not less than 1mm thick for all rooms of quarters
20
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Providing and fixing factory made PVC door frame of approved manufacturer of size 50 x 47 mm with a wall thickness of 5 mm made out of extruded 5 mm rigid PVC mitered at corners and joined with 2 nos. of 150 mm long brackets of 15 x 15 mm MS square tube, the vertical door profiles to be reinforced with 19x 19 mm MS square tube of 19 guage. The door frame to be fixed to wall using sheet metal GSK screws of 65/100 mm size including providing and fixing Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm providing and fixing aluminium fittings like hinges 3nos,Handles 150mm 2 nos and 2nos baby latches for each door complete as directed. For toilet doors.
3
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Providing and fixing M.S. grills/ frames & shutters of doors / windows etc. with M.S. flats, square or round bars or hollow tube of requisiste size, of required pattern etc. conforming to relevant BIS code of SAIL/Tata/JSW make including welding/ screws/ bolting/ self tapping screws , applying Zinc chromate priming coat and two coats of synthetic enamel paint including all fixtures and screws etc. complete as specified and directed.
800
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Providing and fixing fly/mosuito proof stainless steel grade 304, mesh wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm,fixing with 2nd class teak wood beading not less than 12X19 mm to windows and clerestory windows all complete
60
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-
Supplying and fixing to wooden doors at and at all heights above plinth level approved 6 lever cylindrical mortice locks of Godrej /Everite make or approved equivalent make comprising brass body and all parts including sticking plates made of brass, stainless steel keys in duplicate,approved pattern of Godrej make or its approved equivalent make with approved cadmium plated brass screws of appropriate size etc., complete as directed
4
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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 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 for all doors except toilet doors of quarters.
4
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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 using 250mm long shoot
4
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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.
8
-
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate with stainless steel cover plate minimum 1.25 mm thickness etc. complete as per the direction of Engineer-in-charge.
2
-
-
Supplying only approved anodized extruded aluminium heavy quality butt hinges generally conforming to IS specifications CLASSIC, JYOTHI make or approved equivalent make) of size75x45x3.2mm with cadmium plated wood screws of appropriate size etc., complete as directed for mesh window shutters
12
-
-
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. for GH
2
-
-
Supplying and fixing to wooden doors approved anodized aluminium aldrop conforming to relevant IS specifications and with ISI marking classic/ J.S.E. (ECIE) make or any approved equivalent of size 250 x 19 mm with suitable approved CP brass screws, machine screws or bolts for securing clamps from inside etc., complete as directed.
4
-
-
Providing and fixing architectural MS tubular gates of required size alo ng with or without wicket gate , of heavy quality using suitable sizes as per design and pattern in combination with light guagae sheet with or without perforations using tubes conforming to relevant IS codes of M/s Tata/ M/s jindal/ M/s RINL 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 150c/c, including providing one 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., as directed by Engineer in charge.
250
-
-
Supplying and fixing in position approved manual operated 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, 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).
52
-
-
Fabrication and suplying at site hollow metal flush doors consisting of 14G CRCA pressed steel frame and 16G CRCA pressed steel shutters 40mm thick with 16G pressed steel channel stiffeners,stiffening plates for hardware,cutouts for vision panels, m.s.beading with necessary screws one coat of approved steel primer paint et complete as per drawing and specifications including the cost of heavy duty MS hinges and providing necessary recesses with stiffening plates for shutter and frame for fixing mortice lock handles,tower bolts,door closures,etc including check up for correctness of recesses and stiffening plates for all fittings and fixtures but excluding the cost of mortice lock handles,tower bolts,door closures and glass for vision plane and as directed by the Engineer-in-charge.
2.8
-
-
IX. PLASTERING AND POINTING :
-
-
-
Cement plastering 15 mm thick for internal walls in cement mortar 1:4 finished smooth 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, structural grooves if necessary, steel/tubular scaffolding, curing, etc., complete as directed.
1400
-
-
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 structural grooves, bands, drip moulds as required, double steel/tubular scaffolding wherever necessary, hacking of concrete surfaces, curing, etc., complete as directed.
1600
-
-
X. WATERPROOFING :
-
-
-
Providing and laying integral cement based water proofing treatment of average thickness of 110mmm ( minimum 65mm thick) 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.
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.
900
-
-
Providing cement based waterproofing treatment to the sunken floor of water closets, bath rooms, nahanis from inside at all heights above plinth level giving injections to the concrete surface as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids, honey-combs, etc., in the concrete, applying waterproof plaster of about 25 mm thick for the floor area of the depression and about 18 mm on the side walls of the depression and continue the vertical treatment if necessary on the walls above proposed floor finish with making surface suitable and even to receive tiles, testing the treatment for water tightness by impounding water for 7 days etc., complete.
2000
-
-
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 drains etc.
9000
-
-
Providing and Placing in position suitable PVC water stops , Serrated with central bulb (225 mm wide, 8-11 mm thick), conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as specified and directed
1000
-
-
XI. PAINTING:
-
-
-
Providing cement based putty of not less than 1mm thickness for internal surfaces of M/s Birla/ JK make at all heights above plinth level,on brick wall/ concrete surfaces, scaffolding, finishing smmoth including filling cracks with sutitable filler complete as directed.
2000
-
-
Providing cement based putty for external surfaces for textured finish of M/s Birla/ JK make at all heights above plinth level,on brick wall/ concrete surfaces, scaffolding, finishing smmoth including filling cracks with sutial filler complete as directed.
1000
-
-
Painting with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre of approved brand and manufacture (equivalent product- Apcolite premium emlsion) paint of Asian, Pidilite, Johnson & Nicklson, Nerolac, berger,including applying additional coats wherever required to achieve even shade and colour
2000
-
-
Painting exterior walls on sand faced plaster with two coats of antifungus and emulsion paint having 100% acrylic, of Asian, 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 and filling cracks or wherever required for external filler, curing, scaffolding, cleaning, etc., complete.
1000
-
-
Providing two coats of approved best quality Anti-corrosive Bitumen based paint confirming to IS:9862 over one coat of compatible primer of M/s Shalimar product or approved brand on exterior surfaces of underground concrete surfaces of structures below plinth including preparing the surfaces, filling, cleaning, etc., complete as per manufacturers specifications and as directed for all surfaces of structural members below ground .
2000
-
-
XII. MISCELLANEOUS ITEMS :
-
-
-
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.
1700
-
-
Providing and fixing CI gratings conforming to IS 1729 for rain water pipe entry mouths/filter bed, etc., including chasing making holes in existing masonry concrete surfaces, refilling with cement concrete 1:2:4 reinstating to the original conditions, painting with two coats of bitumastic paint, all in level and line complete as directed and specified for rain water mouths, filter bed.
250
-
-
Providing and fixing 160 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.
150
-
-
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.
-
-
-
(a). 150mm NB NP-2
100
-
-
(b). 300mm NB NP-2
300
-
-
(c). 600mm NB NP-4
200
-
-
Providing and fixing G.I. chain link fabric fencing, made of G.I. wire of dia 4 mm encaptulated with PVC ( final dia not less than 5mm) of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge
1400
-
-
Providing & Fixing with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed completed as specified and directed.
3600
-
-
Dry stone pitching 150mm thick laid in courses and required profile with hammer dressed stones including preparing the bedding surface etc. all complete as specified and directed.
2500
-
-
Providing Flush / Ruled/ Struck /raised or weathered pointing pointing on stone work or flooring with cement mortar 1:3 (1cement : 3 fine sand) etc. all complete as specified and directed for drain pitching etc.
7000
-
-
Supplying and fixing natural rubber pad 25mm thick, shore hardness 40 D conforming to relevant IS code including cutting to required size, cost and conveyance all materials and labour charges etc. complete as directed by Engineer In Charge
30
-
-
Providing, fixing, filling and sealing expansion/construction joints using 25mm thick bitumastic board manufactured by M/s. STP Ltd., or any other approved equivalent in expansion joints 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 25 mm deep, using compound manufactured by M/s. STP Ltd., or equivalent including heating, pouring complete etc. in line level as directed.
40
-
-
Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building complete as specified and directed
2500
-
-
XIII: INTERNAL WATER SUPPLY
-
-
-
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 relevant IS/ASTM/BS code), 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, unions and other specials, supplying and fixing with hooks in wooden plugs or embedding in walls and floors, cutting pipes to required lengths, making connections, cutting chases or holes in walls with machine & making good the same, 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)
-
-
-
a) For the following Nominal Bore (NB) pipe: 20 mm
20
-
-
b) For the following Nominal Bore (NB) pipe: 25 mm
50
-
-
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.
-
-
-
a) 20mm nb for coolers
1
-
-
b) 25 mm n.b.
1
-
-
Providing hoisting and installing at required elevation double layered moulded HDPE cylindrical vertical water storage tanks of various capacities 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
1000
-
-
XIV. DRAINAGE
-
-
-
Providing & laying UPVC under ground drainage pipes & Fittings of Sudhakar/Nandi/Godavari make for storm water drains& sewerage pipes of following size conforming to IS:15328 to proper level & grade, jointing including prviding coupler with cement solvent / welded joints / as per manufacturer's requirement, including encasing the pipe alround using cement concrete 1:3:6 complete to an offeset of D/2 where D= dia of pipe all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc
-
-
-
110 mm DN (SN 8kN/m²-SDR34)
20
-
-
160 mm DN (SN 8kN/m²-SDR34)
100
-
-
Providing uPVC Gully Trap of 150 X 100 mm size with 100 mm outlet with Grating of approved Make, placing at correct position, embedding in cement concrete 1:2:4, 100 mm thick alround complete.
1
-
-
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
-
-
-
a) 450x600mm
3
-
-
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.
-
-
-
a) 450x600mm
2
-
-
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.
10
-
-
Providing uPVC P Trap of 110 X 110 mm size having not less than 40 mm effective water seal, 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, providing and fixing 200 x 200 mm size top tile with central strainer & flat cover / flush strainer, closing the side inletes with plugs if required etc. all complete as per specification and as directed by EIC. complete as directed for Urinals.
1
-
-
XV. SANITARY ITEMS :
-
-
-
Providing and fixing EUROPEAN WATER CLOSET, comprising a) European water closet best Indian make, in light colour glazed vitreous, with integral ‘P’ or ‘S’ trap.
b) Plastic low level flushing cistern of gleaming light colour shade, best quality, champion or approved equivalent, conforming to IS:7231 complete with all internal fittings, matching heavy quality PVC flush bend mounted on a pair of white enamel painted CI brackets.
c) 15 mm n.b. heavy quality PVC inlet of heavy quality connection with CP brass unions connected at ends.
d) 15 mm n.b. screw down variety heavy quality C.P. brass stop cock conforming to IS:781.
e) Solid plastic heavy quality seat with lid of approved make and colour with C.P. brass pillar hinges, conforming to IS:2548 (Part I&II).
f) 15 mm n.b. heavy quality CPVC overflow pipe with specials from cistern to 150 mm above floor level painted and terminated with mosquito-proof perforated cap.
1
-
-
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
1
-
-
Vitreous China semi pedestal Wall hung Wash Hand Basin, 570x480 mm size of HINDWARE Make Studio model Cat. No:10096 & pedestal 11038 or equivalent for quarters
1
-
-
Providing and fixing as per IS 2556 flat back half stall urinal of size of 'ROCA' make, 328x558 mm size with back inlet Cat.No: RS 35945J000 or equivalent for Guest House 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.
1
-
-
Providing and fixing Granite Stone slab of approved shade with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
1
-
-
Providing and fixing approved quality 6 mm thick plate glass mirror of various sizes with 6 mm thick marine ply back including painting the ply wood with two coats of synthetic enamel paint over coat of primer and teak wood moulded frame work of size of 40mm x 20mm alround , polishing the frame with 3 coat of french polish after preparation and making the surface very smooth and final mealamine spray finish, including providing & fixing rawal plug in wall / RCC, drilling screw holes, wooden packing if necessary etc., complete all as ditected by EIC
1
-
-
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.
-
-
-
C.P brass BIB Tap with wall flange of Jaguar cat. No. ORM '10037.
1
-
-
C.P brass 2 Way Bib Cock with wall flange of Jaguar Cat.No. ORM 10041
1
-
-
C.P brass Angular Stop Cock with wall flange of Jaguar Cat. No. ORM 10053.
1
-
-
C.P brass single lever basin mixer of 'Jaquar' cat. No. ORM-10011B.
1
-
-
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.
-
-
-
CP brass double Coat Hook of Jaguar Cat. No. AKP-35761P.
1
-
-
Liquid soap dispenser Jaquar CAN 1135N
1
-
-
Towel Ring square with round flange of Jaquar Cat. No. CAN 1121N
1
-
-
XVI. ROAD WORK :
-
-
-
Wet Wter Mecadm (WMM) ,Transporting , laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam(WMM) using manufactured aggregates at site from extracted rock as per specification including premixing the material wiith water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired dencity, complete as per specifications and directions of Engineer - in - Charge. Note; Measurement for payment will be made based on levels on compaction of layer 2. manufatured aggregates from stones extracted from excavation shall be used in the work. The rate quoted shall be considered free of cost material for the quantity of WMM used.
260
-
-
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge
500
-
-
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc.complete.
100
-
-
XVII.FIRE WATER LINE AND ACCESSORIES
-
-
-
Supplying, fabricating, erecting/fixing in position in yard buried, at elevations generally as indicated in the relevant drawings. Carbon steel bevelled end seamless pipes conforming to ASTM A 106 Gr.B & dimensions conforming to ANSI B36.10; Schedule-40 of make M/s MSL / M/s Jindal /M/s tata
(2) Fittings & Flanges: Carbon Steel and Stainless steel fittings and flanges dimensions conforming to BS 10 Table E / ANSI B16.5 for 150 lbs with 3mm thk neoprene gaskets of suitable grade, fastened using suitbale mild steel bolts, nuts and washers, as directed by EIC along with all necessary fittings like elbows, tees, couplings, reducers, flanges conforming to BS 10 table E, bolts, nuts, reinforced AC gaskets of 3mm thick jointing materials etc., cleaning, applying to coats of synthetic enamel paint over a coat of zinc chromate primer of Asian, Pidilite, Johnson & Nicklson, Nerolac, berger complete for over ground piping and wrap coat for under ground piping but excluding providing with cold wrap coat of 4mm thick ( measured and paid separately under relevant item), testing, purging, flushing and commissioning of pipe lines, at all elevations, including the cost of material consumables, and labour all as directed and specified. Note: Wrap coat will be measured and paid separately under relevant item and the rates quoted for this item shall be exclusive of cost of Wrap coat. but inclusive of painting.
-
-
-
400mm nb
100
-
-
300 mm nb
850
-
-
200mm nb
1400
-
-
150mm nb
100
-
-
Extra over painting of pipe lines for underground piping 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.
300
-
-
Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required
-
-
-
a)300 mm nb
3
-
-
b)200mm nb
5
-
-
c)150mm nb
1
-
-
Fire brigade conroviding and fixing fire brigade connection of cast ion body with gun metal male instantaneous inlet copling with complete cap and chain as required for suitable dia MS pipe connection conforming to IS 904 complete as directed for 4 way 150mm dia pipe line connection
1
-
-
Providing, fixing, testing and commissioning of pressure release valve 80mm dia of CI body with 7 to 15 kg/Sqcm setting in MS pipe line complete as directed
1
-
-
Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 1)20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 2)20 mm nominal internal dia gun metal globe valve & nozzle. 3)Drum and brackets for fixing the equipmets on wall. 4)Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. 5)30m length
1
-
-
Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.
10
-
-
Supply, installation & commissioning of 1.6 mm thick MS sheet metal hose cabinet of size 750x650x250 mm for accomodating 02 nos. of hose pipes (measured & paid seperately under relevent SOQ item) and SS-304 branch pipe with nozzle . The box shall have front glass door lock with angle iron frame. The hose pipe box shall be fixed with Hilti make Anchor Fastner on the wall or nut bolts (in case of stand in open space) as shown in the drawing and as directed by EIC. The MS box shall be painted with two coats of signal red enamel paint from outside and white enamel paint from inside. The scope also includes supplying of stainless steel branch pipe of 63 mm dia. fitted with detachable hexagonal nozzle of 19 mm dia. conforming to IS : 903 or universal pattern as per IS : 2871. The branch pipe with detachable nozzle shall be placed in the hose cabinet complete in all respect as instructed by Engineer-In-Charge.
1
-
-
XVIII.EXTERNAL WATER SUPPLY AND FLUSHING LINE AND ACCESSORIES
-
-
-
Providing and laying S&S centrifugally cast (spun) DI pipes K9 pipes conforming to IS8329 including jointing the pipes with push on joints with tyton/ rubber gaskets, cutting the pipes, where necessary jointing with flanged fitings for installation of valves, disinfecting line by flushing with water containing bleaching powder @ 0.5 gms per litre of water and
cleaning the same with fresh water, including getting the samples of water tested in the municipal/approved laboratory etc
-
-
-
a) 300mm nb
50
-
-
b) 200mm nb
850
-
-
c) 150mm nb
1550
-
-
d) 100 mm nb
3000
-
-
Extra for providing flanged joint fiitings in DI K9 pipies complete as directed.
3000
-
-
Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :
-
-
-
a) 300mm dia
12
-
-
b) 200mm dia
17
-
-
c) 150mm dia
7
-
-
d) 100 mm nb
65
-
-
e) 80mm nb
36
-
-
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail piecestapers etc if required will be paid separately)
-
-
-
a) 100mm nb
5
-
-
b) 80mm nb
5
-
-
Providing and fixing enclosed type water meters conforming to BIS 2373, bulk type, approved of municipal board including all fittings and fixtures of 200mm nb
2
-
-
Providing, installation, testing and commissioning of C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS 2373 of 200mm nb
2
-
-
Constructing masonry Chamber 90x90x100 cm inside, in brick work using fly ash bricks of 7.5 grade in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design
90
-
-
Increase in depth for valve chamber 90x90 cm in brick work using fly ash brick of 7.5 grade in CM1:4 inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
50
-
-
XIX. EXTERNAL SEWERAGE LINES
-
-
-
Providing and fixing external sewerage using Upvc pipelines conforming to 15328 of PN 4.0. and 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 alignment of 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 laying pipe line between chambers including testing etc., encasing the pipe with M-15 grade concrete with offesets on all sides D/2 where D= dia of pipe line, necessary shuttering etc. complete as specified and directed. Note : Encasement of pipe line in concrete and shuttering will be measured under relevant item.
-
-
-
400 mm DN (SN 4kN/m²-SDR41)
900
-
-
315 mm DN (SN 8kN/m²-SDR34)
500
-
-
200 mm DN (SN 8kN/m²-SDR34)
500
-
-
Constructing masonry manhole using fly ash bricks of 7.5 garde for circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design 0.91 m deep with S.F.R.C. cover and frame (heavy duty,HD-20 grade designation) 560 mm internal diameter con-forming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
278
-
-
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m including providing PVC encaptulated rungs at 300mm and 450mm c/c veritically and horizontally and providing finishings as per original manhole etc complete
150
-
-
Constructing masonry using fly ash bricks of 7.5 garde in circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design of 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conform-ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
50
-
-
Extra depth for circular type manhole 1.22 m internal dia (at bottom)beyond 1.68 m to 2.29 m including providing PVC encaptulated rungs at 300mm and 450mm c/c veritically and horizontally and providing finishings as per original manhole etc complete
25
-
-
Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : for 150mm dia CI drop connection
50
-
-
Extra for depths beyond 60 cm of sand cast iron drop connection complete for 150mm dia CI drop connection
25
-
-
Providing and fixing HDPE pipes of 6.50 kg/cm2, best quality, of Godavari/Supreme/Sudhakar or approved make conforming to as per IS: 14333: for sewerage line Latest Edition (with Amendment) Material grade PE 100 with moulded fittings like pipe ends, flanges, blank flanges, tees etc., whever necesary jointing by fusion welding or any approved method, laying pipe line between chambers including testing etc., complete as specified and directed. for size of 80mm nb from Sewege sump pumps to STP inlet/collection cahmber
350
-
-
XX STP
-
-
-
STP of 500 KLD package - Designing , Supplying, erection, commissioning and testing of 500 KLD Sequential Batch Reactor (SBR) C-pi technology along with terriary treatment of 20KLD/ Hr on turn key basis as to use affluent for predominantly flushing and gardening. The package includes all civil construction works as per standards, electrical, mechanical, Instrumentation and control systems with screen chamber with screens,oil& grease chamber with oil skimmer,equilisation tank with pumps, fine screens,aeration tank with anoxic chamber,SBR tank ,Activated carbon filter (ACF) chmaber and softner chamber with back flushing arrangements, Soft water tank with pumps to pump water to ground Flush water tank all tools ,sludge holding tank with filter press with pumps,valves, tackles.
The package shall be designed as per standards of relevationt codes for civil, electrical, mechanical and I&C works etc .The system shall be supported by scada with auto information and controlling from single point and also with manual controls for all systems. the water storage shall be from collection pit to pumping of affluent to gardening or flushing tank/reservoir with RCC structures in leak proof with RCC 30 grade and all chambers/tanks of triitiarytreatment shall be in tanks with MS plate of 8mm thick coated with FRP external grade of 3mm thick complete integrating asper design & drawing. Bidder shall include all materials, tools, tackles, labour for operation and delivery of duty affluent including those that not mentioned in the drawing/ scheme but required for successful completion of facility. the power supply will be given from Substation to STP by NFC. The structural design shall be certified by the IIT/NIT / any repute organsiation of Sate /Central govt. organisations. The process design shall be approved by technology provider. Note: 1. The scope exclude RCC receiving affluent tank of 150 Cum for pumping flush water to reservoir. However, pump sets for pumping flush water from teritiary treatment plant to Reservoir are in the scope of lumpsum contract.
1
-
-
XXI WTP
-
-
-
WTP of 600LKD capacity- Designing , Supplying, erection, commissioning and testing of 600KLD water treatment plant for domestic water supply on turnkey basis. The package includes all civil construction works as per standards all civil works ( except plant building) , electrical, mechanical, Instrumentation and Control systems complete as per standards with auto back flushing system. The package comprises of MGF,ACF,Brine tank and softner with all valves, tools , tackles, labour etc etc as per drawing. The chambers shall be made out of not less than minimum 8mm thick MS plate with 3mm thick FRP of external garde. The piping and valves shall be SS of appropriate size and make. Pumps shall be of Kirloskar make/ morris platter. The design shall be certified by the IIT/NIT / any repute organsiation of Sate /Central govt. organisations/ service Technology provider. Note: The power supply to the power pannel will be only given by NFC.
1
-
-
XXII O &M STP & WTP
-
-
-
O&M for 2 years for both STP and WTP including all consumables, testing of output parameters of affluent,manpower for O&EM, housekeeping of area
2
-
-
XXIII PUMPS AND ELECTRIFICATION Submerssible, non clog Sewage pumps 2 nos (1 w+1s) for pumping with all fittings for discharge of 900 lpm with 20m head with IP 6.8 with motor operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure induction motor with gate valve, NRV of not less than out let size , along with heavy class SS 304 sch 40 piping of length not less than 10m with all fittings and fixtures,valves, control panels, local push buttons (on&off), local level control panel, wiring, painting with two coats of synthetic paint over a coat of Zinc chromate primer of M/s Asian paints, Berger, Johnson&nicholson including supporting system, grouting, testing the system, complete as direcxted by EIC. from well to STP. Note: Power cable for local panel /MCC will be provided by NFC and all other materials, tools and tackles of electro- mechancical including the other than those specified but required for functioning of system is in the scope of contractor and the rate quoted shall be inclusive of the same. 2) one set means 2 pumps with motors and all other materials
1
-
-
Note: Pre Dispatch inspection & testing of following items is envisaged at manufacturer's work. The waiver for pre dispatch inspection, due to any reason, shall be at discretion of Competent authority.
1.Pump Motor sets, PDB & MDB
2.Distribution board 3.LT Cables (only drum length)
4.Wires
5.Lighting Luminaries
-
-
-
Motor Control Center(MCC) Supply, installation, testing & commissioning of front operated front access cubicle, 14 SWG thick CRCA sheet totally enclosed, 415 V , 50 hZ IP42, indoor type following MCCs/Push button stations as per technical specifications and data sheet
-
-
-
MCC - Pump house:
(i) Incomer : 250 A FP MCCB - 1 No
(ii) Outgoings :- 1) Domestic Water pump motor star Delta starter feeder - 2No(1 Working and one stand by) 2) Flush Water pump motor star Delta starter feeder - 2No (1 Working and one stand by)
3)Submerssible dewatering pump motor DOL starter feeder - 2No (1 Working and one stand by)
4) Dewater Water pump motor DOL starter feeder - 2No
1
-
-
MCC - Fire water Pumps:
(i) Incomer : 400 A FP MCCB - 1 No
(ii) Outgoings :- 1) Main pump motor star Delta starter feeder - 2No(1 Working and one stand by) 2) Jockey pump motor DOL starter feeder - 2No (1 Working and one stand by)
3) Diesel Engine controller
1
-
-
Local push button stations, free standing and mounted on ISMA (Min of 25 mm x 25 mm x 3 m ) support for local control of motors with ON/OFF push buttons & LED indication. Push button station shall be fabricated out of min 2 mm thick CRCA sheet steel with powder coating after seven tank treatment.
12
-
-
Pump motor sets for doemstic, flush and drainage : Design, Engineering, manufacture/fabrication, transportation, Safe handling, supply, site storage, Supply, Instalation, Testing and commisionning of pump sets of following sizes (Horizontal or vertical type ) with suction and discharge heads including necessary Buterfly valves, delivery and suction head manifold, NRVs, unians, flanges, skid mounted and foundation bolts etc as per technical specification and lay out
-
-
-
Domestic water pump motor set-2 Nos (Working+ stand by) Pump Duty : 21.0 Lps at 56 M head Motor : Min. 30 HP for required pump duty
1
-
-
(ii) Flush water pump motor set-2 Nos (Working + stand by) Pump Duty : 10.5 Lps at 56 M head Motor : Min. 15 HP for required pump duty
2
-
-
(iii) Irrigation water pump motor set -2 Nos (Working and stand by) Pump Duty : 5.25 Lps at 20 M head Motor : Min. 5 HP for req pump duty
1
-
-
BOQ for fire fighting pumps
-
-
-
Supply, erection, testing and commissioning of electrical motor driven main pump of horizontal centrifugal pump end suction type with gland packing and capable to deliver 2280 LPM at 88 MWC with suction and discharge heads including necessary isolation valves on suction and discharge side valves along with accessories & fittings viz. unians, flanges, anti vibration pads, skid mounted and foundation bolts. The pump shall coupled to TEFC motor of minimum capacity of 120 HP, 2900 rpm speed and complete set shall be mounted on common base frame coupling, coupling guard and foundation bolts etc. as recomended by the manufacturer and technical specification
2
-
-
Supply, instalation, testing and commissioning of Diesel Engine Driven Common stand by pump, horizontal centrifugal and end suction type with gland packing and capable to deliver 2280LPM at 88 MWC. The pump shall be coupled to adequate HP of Diesel engine, radiator water cooled type and complete set shall be mounted on common base frame with suction and discharge heads including necessary isolation valves on suction and discharge side valves along with accessories & fittings viz. unians, flanges, anti vibration pads etc. Batteries and Batery leads with stand, fuel tank for 6 hrs operation with stand and gauge glass, MS fuel piping with with valves . Exaust pipe of 100 mm dia along with thermal insulation asper as rcomended by manifacturer and as per technical specification
1
-
-
Supply errection and testing and commissioning of Electrical motor driven Jockey pump of vertical in line type with mechanical seal and capable to deliver 180 LPM at 88 MWC with suction and discharge heads including necessary valves, unians, flanges, skid mounted and foundation bolts, with suction and discharge heads including necessary valves, unians, flanges, skid mounted and foundation bolts, . The pump shall be coupled to TEFC motor of min capacity 5.5 HP, 2900 rpm speed and complete set shall be mounted on common base frame etc. the quotaed ret shall in clude supply and fixing of couplings, coupling guards etc as per recomendations by manufacturer and as per technical specification.
2
-
-
Providing and fixing, testing, commissioning of suitable pressure switches with a range of 0 to 15 kg/ Sqcm with low and high set points conforming to relevant IS specification for with shut off valve ,cocks for air cushion tank, inlet and outlet header, providing necessary power connections complete as per directions of EIC
5
-
-
Supply fixing of air vessel made of 250 mm dia, 8mm thick MS sheet 1200 mm in height with air release valve on top and flanged connection with drain and safety valves. The vessel shall be paintedwith synthetic enamel paint of approved shade as per site requirement.
1
-
-
Supply and fixing of 20 mm dia atomatic air release valve with unions etc. compleate material specifications : Air vent: Varie/ Cimberio/ RB
2
-
-
Providing and fixing pressure guages of size not less than 150mm of appropriate range, pressure in both FPS and MKS system duly calibrated, with shut off valve, cocks,all fittings including all materials , painting etc complete sa directed by EIC
5
-
-
Supply, fabrication and installation of MS base frames/ supports for for electrical equipments, rolled MS sections/Angles/channels etc including welding, bolting, rivetting, supply of necessary anchor bolts and grouting etc., supply of paint and applying one coat of anti-rust primer and two finished coats of approved synthetic enamel paint(as per applicable IS for highly corrosive environment) including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in- Charge.
560
-
-
Supply, installation, testing and commissioning of 1100 V grade, Copper Conductor, XLPE insulated and armoured, FRLS cables of following sizes as per data sheets, specifications of this tender and directions of Engineer-in-Charge. including transport, all labour and materials, complete in all respects.
-
-
-
3Cx 70 sqmm
200
-
-
3Cx16sqmm
400
-
-
3Cx6 sqmm
300
-
-
12Cx2.5sqmm control cable
50
-
-
3Cx2.5sqmm
500
-
-
2Cx2.5sqmm( Instrumentation cable)
200
-
-
Termination of XLPE insulated armoured Aluminium/Copper power cables (up to 1100 V grade) and connection of leads including the supply of single compression cable glands and copper lugs, drilling of suitable holes in equipments for fixing purposes, including fixing of cable glands, supply and fixing of PVC shrouds, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.
-
-
-
3Cx 70 sqmm
8
-
-
3Cx16sqmm
16
-
-
3Cx6 sqmm
12
-
-
12Cx2.5sqmm control cable
2
-
-
3Cx2.5sqmm
26
-
-
2Cx2.5sqmm( Instrumentation cable)
10
-
-
CABLE – TRAYS : Supply and installation of prefabricated 2 mm thick hot dip galvanised steel cable trays including all accessories like bend/T-sections horzintal/vertical etc. fabricated out of hot rolled sheet steel with rigid welded construction ladder/perforated type tender drawing of approved make and cable tray fittings, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.
-
-
-
450 mm x 75 mm Ladder type cable tray.
80
-
-
100 mm x 50 mm Perforated cable tray.
60
-
-
Supply, fabrication and installation of 0.91 mm (20 gauge) GI sheet covers for all
sizes cable trays, including necessary hardware, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer- in-Charge.
5
-
-
Supply and installation of following sizes hot dip galvanized earthing conductors for providing earthing as per IS-3043 with required SS hardwares, accessories & mounting insulators/ clamps as per site conditions for completing the job in all respects. (Steel should be as per IS 2062 and galvanizing as per IS 2629)
-
-
-
50x6mm thick hot dip GI flat
250
-
-
25x 6 mm thick hot dip GI flat
120
-
-
8 SWG Hot dip GI wire
100
-
-
EARTH PITS
-
-
-
Supply installation and testing of Maintenance Free Copper bonded Earth rod of 6 mtr length having the dia of 25mm with 50 kg nonpolluting chemically inert earth enhancement compound. The electrodes shall be made of high tensile low carbon steel rod, molecular bonded with 99.9% electrolytic copper with minimum coating thickness of 250 microns suitable for 35kA Irms for 1 sec and as per IEC 62561-2. The work shall be complete with
SS clamps, Earth Chamber, removable cover, etc. and as per tender specifications
10
-
-
Lighting Distribution Board
1) 40A double pole(DP), 30 mA RCBO -1 No. 2) 6A to 32A SP MCB - 6 nos. 3) 8 way brass neutral link -- 1 set & 8 Way brass earthlink
2
-
-
Electrical Point wiring
-
-
-
Primary Lighting Switch Box point:
3 No. 2.5 sqmm wires(P, N & E) From LDB to the switch box and to additional switches/sockets looping, if any in the same box in same circuit point Including Metalic Switch Box.
5
-
-
Secondary Lighting Switch Box: 2 No.2.5 sq.mm for P& N & 1 No. 2.5 sqmm of earth from nearest nearest Switch Box and to additional switches/sockets looping, if any in the same box in same circuit point Including Metalic Switch Box.
7
-
-
Primary light point: 2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires From Switch box to the light point including 6 A switchwith, ceiling rose or angle/batton holder, switch plate etc complete. Meatal coceled box.
12
-
-
Secondary light point: 2 No. 1.5 sq.mm for P& N & 1 No. 2.5 sqmm for earth wires looped from the light point including ceiling rose or angle/batton holder etc complete.
73
-
-
Primary Power point: 3 No. 2.5 sqmm wires(P, N & E) from DB to the power point and to additional switches/sockets looping, in the same box along with 2 No. 16A switches and 2 No. 16 A univrsal socket
4
-
-
Light Luminaires & Fittings: Supply, installation, testing & commissioning of following luminaires as specifications & as per the instruction of E.I.C. Make: Philips/ Wipro
-
-
-
LED wall Mounted 2 x 20W Tube light for dry well with anti glear fins for dry well make Philips/ Havels
40
-
-
70 W LED strit Light (out side lighting along the parafit wall of the terace of dry well make Philips/Havels
20
-
-
36W or more 2 X 2 Ft LED flush mounting fittings for Control room make Philips/Havels
25
-
-
Supply & installation of 2mm thick, 2x1M, 3.3kV grade Electrical Synthetic Mat for insulation
8
-
-
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