Department Of Atomic Energy Tender
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Department Of Atomic Energy - DAE Tender
Chemical Products
Eprocure
Opening Date14 Nov 2024
Closing Date2 Jan 2025
Tender Amount₹ 44,50,00,000
Costs
EMD
₹ 54,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Setting Up Of Istddp A Chemical Process Plant At Hwb Facility Mumbai
Description
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Contact
Tender Id
2024_HWB_834630_1Tender No
HWB/Tech/2024/01Tender Authority
Department Of Atomic Energy ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
SECTION IX - TECHNICAL SPECIFICATIONS
SECTION VIII - PDF of tech bid and price bid excel files
SECTION VII - HSE related guidelines
SECTION III - SPECIAL CONDITIONS OF CONTRACT
SECTION V PROFARMA OF SCHEDULES
SECTION XI - E-REVERSE AUCTION INSTRUCTIONS
BOQ Items
MILD STEEL GLASS LINED VESSELS WITH SURFACE HEATERS
Mechanical Design, drawing preparation & submission for approval, fabrication, inspection & testing, P&F transportation, safe delivery and supply at site as per the Technical Specifications. Cost towards Heaters and Insulation to be indicated separately in respective items of this SoQ
-
-
-
T-101
1
-
-
T-102
1
-
-
T-103
1
-
-
T-104
1
-
-
T-201
1
-
-
T-202
1
-
-
T-301
1
-
-
T-302
1
-
-
T-801 (without surface heater)
1
-
-
MILD STEEL GLASS LINED VESSELS WITH SiC IMMERSION HEATERS
Mechanical Design, Drawing preparation & submission, fabrication, inspection & testing, P&F, transportation, safe delivery and supply at site as per the Technical Specifications. Cost towards Heaters and Insulation to be indicated separately in respective items of this SoQ
-
-
-
HX-204
1
-
-
HX-302
1
-
-
HX-306
1
-
-
PTFE LINED CS TANKS
Mechanical Design, Drawing preparation & submission, fabrication, inspection & testing, P&F, transportation, safe delivery and supply at site as per the Technical Specifications.
-
-
-
T- 205
1
-
-
T- 206
1
-
-
MSGL PACKED COLUMNS WITH SURFACE HEATERS
Mechanical Design including internals, drawing preparation & submission, fabrication, inspection & testing, P&F, transportation, safe delivery and supply at site as per the Technical Specifications. Cost towards Heaters and Insulation to be indicated separately in respective items of this SoQ
-
-
-
C-101 Including Column internals & packings
1
-
-
C-102 Including Column internals & packings
1
-
-
C-301 Including Column internals & packings
1
-
-
PTFE lined CS PACKED COLUMNS WITH SURFACE HEATERS Mechanical Design including internals, drawing preparation & submission, fabrication, inspection & testing, P&F, transportation, safe delivery and supply at site as per the Technical Specifications. Cost towards Heaters and Insulation to be indicated in respective items of this SoQ
-
-
-
C-103 Including Column internals & packings
1
-
-
C-104 PTFE Lined CS Column
1
-
-
C-201 Including Column internals & packings
1
-
-
GAS PURIFIER AND DRIER
Mechanical Design including internals, drawing preparation & submission, fabrication, inspection & testing, P&F transportation, safe delivery and supply at site as per the Technical Specifications
-
-
-
C-302A/B including Molecular sieve, Activated carbon (for filling)
2
-
-
REACTORS
Design, drawing preparation & submission, fabrication, inspection & testing, P&F transportation, safe delivery and supply at site as per the Technical Specifications
-
-
-
R-101 - Tantalum (including internals, motor, gear box, bearing housing etc.)
1
-
-
R-201 - SiC (Including Column internals & 13 mm Ceramic raschig rings for filling)
3
-
-
R-301 A&B - Hastelloy C (Including Column internals & 6 mm Ceramic raschig rings for filling)
2
-
-
HX-305 - Hastelloy C (Including Column internals & 6 mm Ceramic raschig rings for filling)
1
-
-
HEAT EXCHANGERS - Mechanical Design, drawing preparation & submission, fabrication, inspection & testing, P&F, transportation, safe delivery and supply at site as per the Technical Specifications.
-
-
-
HX-201 (SiC)
1
-
-
HX-202 (SiC)
1
-
-
HX-203 (SiC)
1
-
-
HX-301 (Hastelloy)
1
-
-
HX-303 (Hastelloy)
1
-
-
HX-304 (Hastelloy)
1
-
-
MACHINES - Selection of machine as per process data sheets, obtaining approval, inspection & testing, P&F, transportation, safe delivery and supply at site as per the Technical Specifications.
-
-
-
Compressor B-201
1
-
-
Blower B-901A/B
2
-
-
Double diaphragm pumps with PTFE Diaphragm including spares
6
-
-
Double diaphragm pumps with Tantalum Diaphragm including spares
12
-
-
PIPE, PIPE FITTINGS, VALVES & ACCESSORIES, INSULATION
BoM extraction through 3-D, inspection & testing, P&F, transportation, safe delivery and supply of piping material including fasteners, gaskets and other piping accessories at site as per the Technical Specifications
-
-
-
MSGL Pipe, Fittings & Valves
1
-
-
Hastelloy C Pipe, Fittings & Valves
1
-
-
SS Pipe, Fittings & Valves
1
-
-
CS Pipe, Fittings & Valves
1
-
-
CS-PTFE Pipe, Fittings & Valves
1
-
-
Structural Steel (For Pipe Racks, Pipe suports etc.)
1
-
-
Insulation Material
1
-
-
PSV
25
-
-
PROCESS PACKAGES
Design, submission of specifications, drawings etc for approval, fabrication / assembly of the entire system including equipment, piping, ducting, instrumentation & electrical item etc as applicable, to complete the package system in all respect, inspection & testing at OEM works, P&F, transportation, supply and safe delivery at site as per the Technical Specifications.
-
-
-
PSA System
1
-
-
Hot water & Nitrogen gas heater system
1
-
-
Cooling tower System
1
-
-
Vent Scrubber System
1
-
-
Ventillation System
1
-
-
Supply of Electrical Items
-
-
-
LT Panels: Design, submission of drawings & datasheets for approval, fabrication, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of LT Panels (one lot of four LT Panels viz., MCC-3A, 3B, 3C, 3D) at site as per technical specs & Load list
1
-
-
Local Panels:
Design, submission of drawings & datasheets for approval, fabrication, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of LT Panel Local Panels (one lot of Three Panels viz., LP1, LP2, PL3) at site as per technical specs & Load list
1
-
-
EMCC Panel:
Design, submission of drawings & datasheets for approval, fabrication, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of 415V, 400A, EMCC Panel at site as per technical specs & Load list
1
-
-
DG Set: Design, submission of drawings & datasheets for approval, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of 250kVA, 415V, 50Hz DG Set at site along with Changeover Panel & EPCC Panel for 4 O/G feeders as per technical specs
1
-
-
Heaters
-
-
-
Surface Heaters:
Design, submission of drawings & datasheets for approval, fabrication, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of Surface Heaters of various ratings at site as per Chapter - E6 of technical specifications
1
-
-
Glass fibre tape heaters:
Design, submission of drawings & datasheets for approval, fabrication, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of Glass fibre tape heaters of various ratings at site as per Chapter E6 of technical specifications
1
-
-
SiC heaters:
Design, submission of drawings & datasheets for approval, fabrication, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of SiC heaters of various ratings at site as per Chapter E6 of technical specifications
1
-
-
Power Cables: Sizing, preparation of cable schedule, cable routing based on 3D Model developed by sucessful bidder, submission of datasheets for approval, manufacturing, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of Cables of various sizes at site as per technical specifications
1
-
-
Cable Tray: Sizing, submission of datasheets for approval, manufacturing, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of Cables trays of various sizes at site as per technical specifications along with cable tray couplers
1
-
-
LPBS:
Submission of datasheets of LPBS for approval, procuring, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of LPBS at site as per technical specifications
200
-
-
Electrification:
Submission of datasheets for approval, procuring, inspection & testing as per approved QAP, P&F, transportation, safe delivery and supply of following electrical items for electrification at various locations of the plant as per technical specifications
-
-
-
20W - LED Tubelight
25
-
-
35W - LED Well glass lights - Crompton Cat No: TIP-311-35-57-SL-CP-NSG or equivalent
75
-
-
36W - LED Recessed lights - Crompton Cat No: TCR-145-36-65-SL-NWH or equivalent
10
-
-
40W - LED Flameproof Well glass lights
15
-
-
Airconditions 2TR along with mounting accessories
6
-
-
Ceiling fans along with mounting accessories
4
-
-
Air circulationg wall mounted fans along with mounting accessories
4
-
-
Exhaust fans
8
-
-
Supply of wiring / point wiring acessories / hardware like screw, nut, sadle, clamps, bend, elbows, wooden plug, coupler, junction boxes, ceiling rose, connector, switchboards, PVC insulated FRLS copper wires of 1.5 sq.mm, 2.5sqmm and 4sqmm, 25mm GI Conduit, Casing and Caping in line with industrial wiring practice for operating and non-operating area as per technical specifications
1
-
-
Earthing:
Supply of earth strips, earth raisers, earthing wires, earth bonding materials etc as applicable, for earthing of metallic tanks, cable trays, metallic piping, pipe racks, structural material, electrical equipment etc in operating and non - operating area of the plant as per the technical specifications
1
-
-
Miscellaneous:
Supply of Consumables like glands, lugs, firebarrier material, structural material for LPBS, Cable trays etc and all other consumable for the safe operation and completion of project as per the technical specifications
1
-
-
Supply of Instrumentation Items including submission & finalisation of datasheet/drawing/QAP for approval, factory inspection & testing, P&F, transportation, safe delivery at site as per Technical specifications of Instrument part of the tender
-
-
-
Supply, Engineering, Software development, Configuration & Testing of Distributed Control system (DCS) for ISTDD plant including CPU cards, IO Cards, Communication cards, Network Switches, Operator Station (3 Nos.), Engineering Station (1 No.), View client ( 1 No.), Server (2 Nos.), Annunciators (2 Nos. having 24 Channel each), Colour laser printer(1 No.), IO Cabinets, Control desk, Printer table, Chairs (6 nos) for operator & other loose spares as per technical specifications mentioned in the tender.
1
-
-
Thermocouples
-
-
-
Skin Type thermocouple without thermowell
105
-
-
Thermocouple with thermowell
70
-
-
RTD with Thermowell
8
-
-
Pressure Transmitters
-
-
-
Pressure transmitter without Diaphragm seal
4
-
-
Pressure transmitter with Diaphragm Seal
44
-
-
DP Transmitter with Diaphragm Seal
4
-
-
DP Level Transmitter with Diaphragm Seal
27
-
-
Flow transmitters
-
-
-
ElectroMagnetic Flow Meter with Tantalum Electrode
10
-
-
Hastelloy C 276 Coriolis mass flow meters
2
-
-
SS Thermal mass Flow meter
1
-
-
Rotameters with transmitter
13
-
-
Vortex flowmeter
2
-
-
Anubar
2
-
-
Control valve
-
-
-
PFA lined Bellow sealed Globe Control valve
16
-
-
SS Globe Control valve
11
-
-
ON/ Off valve
-
-
-
PTFE lined Full Bore ON/ Off valve
38
-
-
SS Full Bore ON/ Off valve
8
-
-
Pressure gauges
16
-
-
Temperature Gauges with Thermowell
9
-
-
Level Gauges
2
-
-
Level Switch
2
-
-
Fire Alarm System
1
-
-
Instrument Signal cable
1
-
-
Thermocouple extension cable
1
-
-
Control cable
1
-
-
Junction Boxes
1
-
-
Cable Trays
1
-
-
Site Fabrication, Erection & Installation Jobs including performance test of machines and utility packages and pre-commissioning
-
-
-
Mechanical
-
-
-
Site Fabrication including pipe welding, equipment & piping erection, inspection, mechnical testing of equipment including tanks, pumps, package items , piping, valves, pipe supports, pipe racks, structures; application of insulation & painting , including supply of all materials required for erection & testing like gaskets, fasteners , flanges , support structures, minor civil works for grouting, dressing,allignment etc.
1
-
-
Instrumentation
-
-
-
Installation, erection, commissioning, system integration, calibration & testing of total instrument & control system (DCS), including, commissioning of Fire Alarm system, earthing for instrumentation system, cable laying, cable termination, JB installation, minor civil work & Painting of supports, base frames etc. and supply of erection material like earthing cable, manifolds, terminals, lugs, ferrules, structural material etc.
1
-
-
Electrical
-
-
-
Erection, installation, site testing/pre-commissioning test, commissioning of electrical items/system supplied at sr. no. 2.200 to 2.223 of this SOQ for the completeness of the project in all respects
1
-
-
Civil Works
-
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
17
-
-
Demolishing R.C.C. slab, R.C.C. wall of any thickness, R.C.C. beams, joists, R.C.C. columns, piles, pile caps etc., in any thickness and size manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
16
-
-
Demolishing brick work in lime or cement mortar including plaster, paint, etc. manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
44
-
-
Dismantling doors, windows, fanlight and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
-
-
-
Of area 3 sq. metres and below
3
-
-
Of area beyond 3 sq. metres
4
-
-
Dismantling steel work in built up sections in angles, tees, flats and channels of rolling shutters, grills, gates, fencing, hoardings, including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead.
13071
-
-
Dismantling roofing/ vertical cladding including ridges, hips, valleys and gutters etc., andstacking the material within 50 metres lead of :
-
-
-
Asbestos sheet
1004
-
-
Dismantling C.I., UPVC and asbestos vent pipes and shaft, soil, waste, rain water pipe, mild steel, GI and asbestos gutters, ridge and hips with fittings and clamps including stacking the material within 50 metres lead :upto 100 mm dia
146
-
-
Removing mosaic, cement marble, granites non-slippery, tandur, kotah, shahabad stone or Indian Pattern stone, glazed tiles in flooring and dado including bedding brick bat coba etc., and delivering materials in Ward Office and carting away unserviceable materials.
98
-
-
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved.
12
-
-
Cutting down small tree upto 600 mm. dia. of girth (measured at a height of 1m above ground level) including cutting of branches and trunks, removing of roots completely, disposal of unserviceable material and depositing the serviceable or cut- materials to respective Ward Office as directed by Engineer-in-Charge.
9
-
-
Excavation over areas for basements, roads, land/ plot developement in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/ marshy/ slushy soil,marine clay, reclaimed land etc. for all depths/lifts including manual dewatering, filling the selected excavated earth at the locations as directed, in layers not more than 200mm thickness, watering, consolidating, compacting to achieve not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.
Note: 1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc. 2) It also includes the royalty and other taxes if any.
58
-
-
Excavation for foundations, substructures, basements, tanks, sumps,walls, chambers, manholes, trenches, poles, pits & general building works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/
trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve
not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc. complete as directed by Engineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such as cables, drains, pipes, water mains etc.
2) It also includes the royalty and other taxes applicable if any. For more details refer General Notes.
108
-
-
Extra over above item No.3.415 for lift from 1.5m to 3.0m.
97
-
-
Filling in embankment and / or low lying ground with contractors murum in layers not exceeding 200mm including breaking of clods and dressing to the required lines, curves and section, watering, consolidating each layer in filled up area by rolling and compacting with vibro roller not less than 10 MT & using other compacting equipment as required to achieve Field C.B.R. not less than 4 in soaked condition etc. complete as directed by Engineer In charge.The rate includes necessary soil testing charges at laboratory & field as per relevant I.S. codes, royalty, octroi and other taxes if any.
(Note: 1) Borrow areas selected by CONTRACTOR shall be got approved from Engineer In Charge, before executing the work. 2) The rate includes the royalty and other taxes if any.)
160.24
-
-
Providing &Laying dry stone Rubble Pitching with average 150 mm size and of minimum thickness 230 mm hard stone set in regular lines to form plane surface, handpacked and interstices thoroughly filled with small chips including providing and laying gravel quarry spells underneath for leveling undulations of the ground. etc complete as directed by Engineer In Charge. (Note: The rate includes the royalty and other taxes if any)
109
-
-
Providing and laying in position plain cement concrete of specified grade cement with trap/granite/quartzite/gneiss metal mixing in concrete mixer including bailing out water, compacting, finishing surface, curing and including the cost of centering and shuttering at all level :
-
-
-
Nominal Mix of 1:3:6 (1 Cement OPC: 3 coarse sand graded stone aggregate 20 mm nominal size).
36
-
-
Providing and laying C.C. floor of mix M-20 with ready mixed concrete from RMC. The ready mixed concrete shall be laid and vibrated with a poker vibrator and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. The channel shuttering spaced 4m apart shall be included in this item.)
39
-
-
Providing and laying in position Reinforced Cement Concrete for M-30 Grade with minimum cement content of 350 kg/cum , as per approved design mix, using 20mm and down graded crushed granite aggregates, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of concrete from transit mixer to site of laying ,including the cost of centering, shuttering finishing , including cost of admixtures but excluding the cost for reinforcement in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, inhibit corrosion, improve workability without impairing strength and durability as per specifications,drawings and as per direction of the Engineer -in - charge.
-
-
-
Foundations, footings, bases of columns, rafts, pilecap
12.5
-
-
Columns, Pillars, Piers, Posts and Struts.
11.5
-
-
Lintels, beams, plinth beams, girders, floor beam, coping.
8
-
-
Walls (any thickness) including attached butteresses, retaining wall, shear wall, diaphragm wall , trench,pit walls, etc
2.5
-
-
Slabs, Suspended floors, roofs, landings, balconies, canopy and access platform
5
-
-
Grouting pockets, holes, pipe sleeves of any shape or size for column bases, machine foundations, etc. with ready to use non shrink high strength grout of approved make, as per manufacturer’s specifications and instructions/ recommendations, including roughening of surfaces, cleaning with compressed air/ water jets, ramming, curing, etc. complete. as per specifications,drawings and as per direction of the Engineer -in - charge.
1551
-
-
Providing and fixing in position steel bars reinforcement of various diameters for R.C.C. pile, pile caps, footings,raft,retaining wall,shear wall, lift wall, foundations, slabs, beams, columns, canopies,staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs, drawings and bar bending schedules,including straightening,cutting, bending, hooking the bars, binding with wires or tack welding, supporting as required etc. all complete at all levels.
-
-
-
Thermo-Mechanically Treated steel bars. (Fe 500 D)
7.92
-
-
Providing, fabricating, transporting, erecting and fixing steel structure in position made of angles, channels, flats, pipes, plates, joists/beams, cleats etc., of M/s.SAIL/VSP/TATA brand for platforms, ladders, trusses, bracings, purlins, columns, beams, monorails, stairs, gratings with clips, EPs including making flange connections, splice connections, base plate connections etc., as directed, nuts, bolts, washers, cutting and welding at site, painting the structure with two or more coats of epoxy paint of approved manufacture and shade over a coat of zinc chromate red oxide primer having total dry film thickness (DFT) of 120 microns etc., all complete at all levels as per drawings, specifications and as directed by the Engineer -in - charge.
70.6
-
-
Providing and fixing bolts including nuts and washers etc complete as per specifications and as directed by Engineer -in - charge.
3.2
-
-
Providing and fixing the Chemical Anchor Fasteners as specified below of Hilti Make or equivalent confirming to IS 1367 (Part 3) at required locations and level including drilling the hole, cleaning with blow pump and anchoring the bolt with chemical as per manufacturers specifications etc. complete as directed by the Engineer -in - charge.
-
-
-
M12 x 110 foil capsule (HVU) & M12 x 160 Rod
66
-
-
Providing, fabricating, transporting and erecting M.S.pipe handrailing (medium grade) around structural steel platform and on both sides of the stairs, conforming to IS-1239 consisting of top/ horizontal rail and middle/horizontal rail of 32mm dia. with approximately at all height upto 60 metres high upright members of 32mm dia. nominal bore at 1500mm distance center to center including all joints, bends, toe plate, base plates including providing & fixing 100mm x 6mm flat toe plate etc. and painting with one coat of red oxide zinc chromate primer manufactured of approved make and two coats of synthetic enamel paint of approved make and shade having total dry film thickness (DFT) of 90 micron, all inclusive etc. all complete as per drawings, specifications and as directed by the Engineer -in - charge.
1494
-
-
Providing and laying 230 mm thick Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in foundation, plinth and in supersturcture in: Cement mortar 1:4 (1 cement :4 coarse sand) including raking out joints, curing , scaffolding etc. complete as per specifications and as directed by Engineer -in - charge..
19
-
-
Providing and laying Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 and above in Cement mortar 1:4 (1 cement :4 coarse sand) in superstructure above plinth level up to floor V level.
50
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
20
-
-
Providing and applying 20 mm thick external sand faced cement plaster at all level and at all locations in cement mortar proportion 1: 4 in two coats for masonry (except stone masonry) and concrete surfaces including providing water proofing compound to the first coat of plaster as per manufacturers specification, racking out joints, hacking of concrete surface, finishing, curing, scaffolding, etc complete as directed By Engineer -in - charge.
74.7
-
-
Providing and applying 12 mm thick internal plaster in one coat in cement mortar 1:3 with white cementicious wall putty (Birla or equivalent) at all heights and locations for masonry (except stone masonry) and concrete surfaces including racking out joints, hacking of concrete surface, watering, finishing, curing, scaffolding etc. complete as directed by Engineer -in - charge.
150
-
-
Providing and fixing 15 mm thk. Acid proof tiles approved quality, pattern and colour for flooring / dado in the areas like battary rooms etc. including preparing the surface and levelling in the desired line, backing of 20 thk. cement mortar in porportion 1:3, square cut top edge or chamfered top edge in cement mortar 1:3, cement float, machine cutting, leveling, jointing, filling the joints with acid proof epoxy mortar, finishing, curing etc complete as directed by Engineer In Charge.
178
-
-
Providing and laying Indian patent stone flooring 40 mm thick with M-15 grade concrete using 6 mm to 20 mm metal over bedding laid in proper grade and slope or over the slab, including compaction, marking lines, to give appearance of tiles as per the approved pattern, finishing smooth with cement slurry as mentioned below, curing etc.complete as directed by Engineer In Charge.
200
-
-
Providing and fixing 2mm thick Antistatic Vinyl flooring of approved brand, pattern, shade fixed with approved adhesive as per manufacturer's specifications including floor base preparation using epoxy mortar if required. The flooring shall be in roll form etc complete as directed by Engineer In Charge.
35
-
-
Providing and fixing removable raised/false access flooring having 450 mm finished floor height with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of:
(a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug.
(b) Stringers system in all steel construction hot dipped galvanized of rectangular size 70x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.
104
-
-
(c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product.
-
-
-
Providing and fixing 6 mm thick Non-asbestos high impact Polypropylene reinforced cement corrugated sheet of approved make conforming to IS:14871-2000 laying the same in position as per the stipulation in IS: 3007- 1991 using 8m dia polymer coated iron L or J hook bolts, galvanized iron & bituminous washers, or self drilling fasteners and EPDM washers,galvanized iron clamps, nuts and bolts etc. complete and as directed.
(Net Area covered by sheeting will be measured. Laps will not be paid separately)
600
-
-
Extra for straight/ circular cutting in non- asbestos polypropylene reinforced cement corrugated, semi-corrugated 6 mm thick sheet roofing for making openings of area not exceeding 0.5 square meter for chimney stacks, skylights etc. complete as directed by Engineer In Charge.
9
-
-
Galvanised iron sheet 1 mm (20 B.W.G.) eaves precoated gutter 200 mm to 230 mm wide and 100 mm to 125 mm deep moulded or half round girth upto 600mm including iron rods, on the edges (throughout the length) and galvanised iron sheet ferrules with fixtures, for outlets wherever required clamped using W.I. clamp 38 mm x 3 mm fixed 1.0 m C/C including making necessary connections with rain water pipes etc complete and as directed by Engineer In Charge.
60
-
-
Providing and fixing non-asbestos fiber cement high impact polypropylene reinforced roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete as directed by Engineer In Charge.
-
-
-
Ridge
30
-
-
Providing and fixing tiled false ceiling comprising of material specified below of size 595X595 mm including providing and fixing in true horizontal level suspended grid of size 600x600 mm made from hot dipped GI steel sections on Sillhoutte profile, rotary stitched double webbed white with 6mm reveal profile (white/black), where in main T runner of size 24 mm x 38mm and 0.33 mm thick @ 1200mm center to center and cross T of size 24mm X 28 mm and 0.33 mm thick, 1200 mm long spaced between main tee at 600 mm centre to centre and secondary cross T of Size 24mm X 28 mm x 0.33 thick of length 600 mm to be inter locked at middle of the first cross T in each panel to form grids of 600 mm x 600 mm and resting on periphery wall profile wall section 24 mm x 24mm x 0.40 thickness and laying false ceiling for services like diffusers grills including cutting, making opening for light fitting, fixtures, smoke detectors etc. wherever required, main tee runner to be suspended form ceiling using G.I. soffit cleats of size 25 x 35 x 1.6 mm of required length fixed to the ceiling with12.5mm dia and 50 mm long dash fastener, 4 mm dia G.l adjustable rods with good quality G.I level adjustment clips of 85 X 30 X 0.8mm spaced at 1200 mm center to center along main tee all complete at all heights as per specifications, drawings and as per direction of Engineer - in - Charge.
-
-
-
15 mm thick Eco-friendly light weight integral densified fully perforated calcium silicate tiles of "Aerolite " make or equivalent of size 595 x 595mm having NRC(Noise reduction coefficient of 0.50 (minimum)as per IS:8225:1987, light reflectance of 85%minimum, non combustible as per BS:476(part-4), fire performance as per BS:476 (part 6&7), humidity resistance of 100%, thermal conductivity 0.043W/m K as per ASTM 518:1991 including providing and fixing a layer of sisalation foil wherever required etc. complete(cost of the Framwork as specified above shall be included in rate)
23
-
-
8mm thick cement fibre board, Type-B, Category III as per IS:14862 :2000 (cost of the framework as specified above shall be included in rate)
225
-
-
Extra for Providing and fixing thermal insulation of ceiling(under deck insulation) with resin bonded rockwool confirming to IS:8183, density 48kg/cum, 50mm thk, wrapped in 200G virgin polythene bags over existing false ceiling and held in position by criss crossing GI wire.
23
-
-
Providing and fixing 1mm thk M.S. Sheet door with frame of 40X40X6 mm angle iron and 3 mm M.S. Gusset plates at the junction and corners all necessary fittings complete including applying a priming coat of approved steel primer including using MS angle 40 X40X6 mm for bracing etc. complete as per specifications and as directed by Engineer In Charge..
9
-
-
Providing and fixing 250 mm long Iron oxidized / bright finished aldrops of 16 mm diameter bars manufactured as per IS:2681-1991, wherever they apply for doors and windows with necessary materials and labour etc. complete as directed by Engineer In Charge
4
-
-
Providing and fixing 150 mm long iron oxidised/ bright finished handles as described below, manufactured as per IS:208-1992 for doors and windows and with necessary materials and fixtures like screws etc. and all labour etc. complete as directed by Engineer In Charge
4
-
-
Providing and fixing in position two/three track aluminum window of extruded modular and anodized aluminum sections of approved make and of size 61.85 mm x 45.5 mm x 1.3 mm thk (wt 1.055 kg/Rm) for bottom, 61.85 mm x 31.75 mm x 1.3 mm thk. (wt 0.659 kg/Rm) for top & sides, mounted on anodized aluminum rectangular frame of size 63mm x 38mm x 2.0mm (1.054). The shutter comprising of bearing bottom and top of size 40mm x 18 mm x 1.25 mm thk (wt. 0.417 Kg/Rm) Interlocking section of size 40mm x 26,7 mm x 1.10 mm thk. (Wt. 0469 kg./Rm) and hand sides of 40mm x 18mm x 1.25 mm thk (wt. 0.417kg/Rm) with 5 mm thick plain / frosted / tinted glass fixed in shutter including approved quality neoprene gasket, fixtures, fastenings and accessories like PVC rollers, PVC weep holes, locks, handles etc. complete as directed by Engineer In Charge. (Note: anodic film must not be less than 15 microns i.e. AC-15 as per IS, the anodizing must be scaleted by keeping the anodized section in boiling de-anodized water for a period of one hour)
2.3
-
-
Providing and fixing in position aluminum door partly glazed and partly panelled with 6mm thick Novapan BSL and made up of extruded and anodised aluminium sections of approved make and of size 63.5 mm x 38.10 mm x 2.0 mm thk , 47.62 mm x 10.16 mm x 1.74 mm thk (wt. 0.881kg./Rm) for outer frame, 47.62 mm x 10.16 mm x 1.74 mm thk (wt. 0.881 kg/Rm) for top rail, 95.25 mm x 25.40 mm x 2.0 mm thk (wt. 1.519 kg/Rm) for bottom rail, 25.0 mm x 44.45 mm x 2.40 mm thk (wt. 0.918 kg/Rm) for lock rail, 47.62 mm x 44.45 mm x 1.88 mm thk (wt. 0.943 kg/Rm) for vertical shutter (hinge side), 47.52 mm x 44.45 mm x 1.95 mm thk (wt. 0.936 kg/Rm) for vertical shutter (latch side), clip weighing 0.097/kg/Rm., with 5 mm thick plain /frosted / tinted glass in shutters including neoprene gasket, fixtures, fastenings and accesories like hinges, locking arrangement, door closer etc. complete as directed by Engineer In Charge. (Note: anodic film must not be less than 15 microns i.e. AC-15 as per IS, the anodizing must be scaleted by keeping the anodized section in boiling de-anodized water for a period of one hour)
2.6
-
-
Providing and fixing heavy duty SS door stopper of approved make manufactured as described below and as per IS:1823- 1992 for doors with necessary materials and labour cost etc. complete. Stainless steel door stopper
5
-
-
Providing and fixing anodized (anodic film must not be less than 15 microns i.e. AC-15 as per IS, the anodising must be scaleted by keeping the anodized section in boiling deanodized water for a period of one hour) aluminum fixed/ sliding / pivoted / top hung / side hung / louvered type windows, doors, ventilators and partitions conforming to IS:1948, 1961 with hollow bottom section & standard single / two / three / four track frame section all round (top, bottom and sides) with shutter frame made up of standard handle section standard interlocking section and standard top and bottom section with infill panel of plain / frosted / tinted glass/ Novapan sheet / acrylic sheet / hardner laminated sheet as listed below with nylon guides, gliders glass fixing PVC weather strips, neoprene gasket, PVC weep holes etc complete with approved type of locking arrangement, handles and other fixtures including fixing, filling the gaps with silicon sealant, cleaning polishing the aluminium section with petrol and / or other agents as specified by the manufacturers etc. complete as directed by Engineer In Charge.
-
-
-
Aluminum section used for partition, panelling, door L& windows etc.
2697
-
-
5 mm thick Plain / frosted / tinted Glass
7
-
-
12 mm thick Novapan sheet conforming to IS:2835-1991
49.8
-
-
Providing and fixing floor spring of approved brand and manufacture IS : 6315 marked With brass cover plate for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as directed by Engineer-in-charge.
2
-
-
Providing and fixing 150 mm long.tower bolts made of good quality heavy duty standard stainless steel conforming to IS:204-1992 (Part I,II) for doors & windows with necessary materials and labour etc. complete as directed by Engineer In Charge
10
-
-
Providing and fixing hydraulic door closer for shutter weighting from 36 – 60kg( Medium) of approved make manufactured as per IS:3564 for doors with necessary materials and labour cost etc. complete as directed by Engineer In Charge
3
-
-
Fire rated Single leaf Door -Providing and fixing fire doors with 2 hour fire rating conforming to IS: 3614 (Part 2), BS 476 (Parts 20 & 22), ISO 834 ; 45 mm thick fully flush, double skin door shell with lock seam joints at stile edges made from 1.25 mm thick galvanized steel sheet including door frames made from 1.6 mm thick galvanized steel sheet formed to double rebate profile of size 143 mm x 57mm as per manufacturer's instructions, door frames and shutter primed with Zinc Phosphate stoving Primer and finished with Polyurethane Aliphatic grade or epoxy paint including ironmongery consisting of stainless steel ball bearing butt hinges 3 mm thick fixed flush to the frame and shutter, full width horizontal handles (panic bar), concealed flush bolts, door closers, other standards fixtures and fasteners, etc. complete for the following clear opening sizes:
5
-
-
Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS:801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39 mm flange x 11 mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250 mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20 mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12 mm diameter and 121 mm length conforming to AISI 304 and 316 at 500 mm c/c with minimum embedment of 100 mm in RCC (RCC to be paid separately) and located not more than 300 mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept
design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above.
6403
-
-
Providing and fixing of external wall system on Light gauge steel frame work with outer face cement boards as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60 cm c/c of approved make. A groove of 2 mm to 3 mm shall be maintained and grooves shall be sealed with silicon based sealant. The board shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of 1.60 mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and. Internal face 12.5 mm thick gypsum plaster board fixed on cement board as per standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of approved make, proper taping and jointing to be done using fiber mesh tape and epoxy and acrylic based jointing compound for seamless finish.(cost of frame work to be paid for separately).
-
-
-
Outer face: Outer face having 10 mm thick fibre cement board Type A, Category IV as per IS 14862:2000 (High pressure steam cured). Inner face:-12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed on 8 mm thick fibre cement board Type A, Category IV as per IS 14862:2000 (High pressure steam cured).
237
-
-
Providing and fixing internal wall panels on light guage steel framework with 12.5mm thick gypsum plaster board confirming IS 2095:2011 fixed on 8mm thk cement fibre board Type A, Category IV as per IS 14862:2000 (High pressure steam cured) as per standard sizes fixed with self drilling/taping screws/fastners @ 60cm c/c of approved make, screws shall be of counter sunk rib head of 1.60mm to 4mm thk or 8 to 10 guage of length varying from 25 to 45 mm. Proper taping and jointing to be done using fibre mesh tape and epoxy and acrylic based jointing compound for seamless finish . (Cost of framework to be paid for seperately)
100
-
-
Extra for Providing and fixing 50 mm thick rockwool insulation of approved make having density not less than 40 kg per cum in sandwich panel of partitions wherever specified etc.complete as per direction of Engineer-in-charge.
337
-
-
Surface preparation for epoxy painting by manual /mechanical cleaning and fee from oil, Grease, loose rust , mill scale and tightly deposits using appropriate method such as high pressure water jetting by 3000 PIS/ washing remove the deposition from the surface including labour, scaffolding,erection and dismantling etc. complete as per specifications and as directed by EIC.
5000
-
-
Providing and applying Three coats of Suitable Corrosion protection coating (epoxy painting having total thickness 250 to 275 micron) for MS structure
5015.7
-
-
Providing and applying first single coat of approved primer and two coats of acrylic distemper (oil bound distemper) of an approved make and colour as per manufacturers specifications to any surface, at all height and locations as directed including scaffolding, cleaning and preparing surfaces for painting with broom by any approved means, etc. complete as directed by Engineer-in-charge.
1000
-
-
Providing and applying first single coat of approved primer and two coats of synthetic enamel paint/flat oil paint of an approved make and colour as per manufacturers specifications to surfaces specifird below, at all height and locations as directed including scaffolding, cleaning and preparing surfaces for painting by any approved means etc. complete as directed by Engineer-in-charge. ( on Steel / wood work)
20
-
-
Providing and applying first single coat of approved primer and two coats of ready mixed premium acrylic emulsion paint (company depot tinted) having VOC less than 50gm/litre and UV resistance as per IS 15489:2004; anti-algal, anti-fungal, exterior paint with silicon additives of an approved make and colour as per manufacturers specifications to any surface, upto 10m height from ground level and at all locations as directed including preparing surfaces for painting by any approved means, scaffolding, cleaning and curing etc. complete as directed by Engineer-in-charge.
800
-
-
Supplying and applying PU (Polyurathane base)coating system on old surface by cleaning of concrete surface throughly with help of either manual or with mechanical tools removing of traces of chemicals, oil, dust making surface free from any residuals, touch up, repairs of pot holes with epoxy putty with floor seal and quartz/ silica micro sand, applying compatible primer and over that application of 2 coats of UV-PU base coating system of any approved make and shade, curing etc complete and as directed by the Engineer. The whole treatment shall be guaranteed for five years.
118
-
-
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make all complete as per drawings,specifications and as per direction of Engineer-In-Charge.
113
-
-
Providing and fixing 100 mm dia UV resistant selffit UPVC pipes of approved make for Rainwater downtakes confirming to IS 13592:1992 Type A suitable for 4kg/sqcm pressure for following pipe diameters including rain water receiving recess with pvc plug bend necessary fittings such as offsets shoes, fixing the pipes on wall with clips filling the joints with solvent/cement and necessary scafolding etc. complete as directed by Engineer In Charge.
143
-
-
Drilling Holes for anchrage:
Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm and upto and including 12mm bar in RCC beams, lintels,columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using Polyester resin based material like Lokfix P of Fosroc or pure epoxy resin anchoarage grout, based cartridge form chemical anchor material Masterflow 935 of BASF as per NF P 18-831 and NF P 18-836 including, cleaning, cutting, fabricating, chemicals, tools, etc.but excluding the cost of reinforcement, all complete as per drawings,specifications and as per direction of Engineer-In-Charge.
210
-
-
Providing, & supplying of stainless steel SS 304 24” throat Diameter wind Operated Turbo Ventilators having 40 to 45 number of SS vanes, base ring and top plate made up of stainless steel, 2mm thick FRP Base plate suitable to existing profile of roof sheet along with necessary fittings & fixture required to installation including the cost of material, labour, transportation, tax and installation at all levels with all necessary requirements considering safety etc. complete as per directed by engineer in charge.
2
-
-
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