Police Housing Corporation Limited Tender
View complete overview of Manipur Police Housing Corporation Limited Tender
Police Housing Corporation Limited Tender
Civil And Construction
Eprocure
Opening Date22 Oct 2021
Closing Date8 Nov 2021
Tender Amount₹ 2,23,85,778
Costs
EMD
₹ 4,48,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_MPHCL_1603_1Bid Award Id
ViewTender No
15/EE-I/MPHC/2021-22Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://manipurtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
All kinds of soil
335
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
All kinds of soil
357.13
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
Ordinary rock
35.71
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
All kinds of soil.
47
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
313
-
-
Supplying and filling in plinth with sand under floors, including watering,
ramming, consolidating and dressing complete.
14
-
-
Supplying chemical emulsion in sealed containers including delivery as specified.
-
-
-
Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
4
-
-
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
-
-
-
All kinds of soil
98
-
-
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement
: 2 Coarse sand) to match the Plinth level:
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
335
-
-
Concrete work
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
28
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
-
-
-
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
1
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
57
-
-
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
19
-
-
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
Work in doses by weight of cement as per manufacturer's specification.
5
-
-
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
19
-
-
RCC work
-
-
-
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately)
-
-
-
All works upto plinth level
78
-
-
All works above plinth level upto floor V level
3
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars
9720
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
81
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
86
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
39
-
-
Shelves
2
-
-
Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
4
-
-
Brick work
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
17
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
-
-
-
Cement mortar 1:4 (1 cement :4 coarse sand)
52
-
-
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
52
-
-
Marble work & Granite work
-
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
-
-
-
Granite of any colour and shade
-
-
-
Area of slab upto 0.50 sqm
1
-
-
Area of slab over 0.50 sqm
2
-
-
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
-
-
-
Granite work
2
-
-
Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
2
-
-
Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
2
-
-
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as
directed by the Engineer-in-Charge :
-
-
-
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
59
-
-
Wood work
-
-
-
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
-
-
-
Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked
10
-
-
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
-
-
-
300x16 mm
5
-
-
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
-
-
-
300x10 mm
10
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
-
-
-
125 mm
10
-
-
Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
4
-
-
Providing and fixing aluminium extruded section body tubular type
universal hydraulic door closer (having brand logo with IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
2
-
-
Steel work
-
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
20481
-
-
Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
-
-
-
10 x 60 mm
42
-
-
Flooring
-
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
68
-
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.
-
-
-
Size of Tile 600x600 mm
114
-
-
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
19
-
-
Roofing
-
-
-
Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of
0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.
-
-
-
Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
-
-
-
12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing.
133
-
-
Providing and fixing colour coated galvalume trapezoidal profile sheeting of 0.50mm thickness TCT of material 550 Mpa for roofing/cladding applicable. The trapezoidal profiled sheet shall be 28-32 mm in crest height with 2 stiffener ribs with subtle square fluting in the six pans at nominal 200 mm centre-to-centre. The end crest shall be designed for anti capillary action to avoid any seepage of water through the lateral overlap. The profile shall have return leg for proper side lap.
Coating Specification: Primer coat: 5-7 microns epoxy primer on both side of sheet. Top coat: Polyster top coat 15-18 mocrons. Color: as approved by Engineer-in-charge tolerances: As per IS standards: IS: 15961, IS: 513, IS: 14264.
The sheet shall be fixed using self drilling/self tapping screws of size (5.5X55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding cutting to size and shape wherever required.
221
-
-
Same as above for ridges plain (500-600mm)
40
-
-
Same as above but for gutter (600mm over all girth)
49
-
-
Finishing
-
-
-
12mm cement plaster of mix:
-
-
-
1:6 (1 cement: 6 coarse sand)
98
-
-
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm
thick cement plaster 1:6 (1 cement : 6 fine sand).
78
-
-
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
-
-
-
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
98
-
-
Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
-
-
-
On steel work
333
-
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
98
-
-
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
Two coats
98
-
-
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied
@ 2.20kg/10 sqm
78
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
-
-
-
New work (two or more coats) over and including water thinnable priming coat with cement primer
29
-
-
Aluminium works
-
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For fixed portion
-
-
-
Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
256
-
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
-
-
-
Anodised aluminium (anodised transparentor dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
66
-
-
Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.
2
-
-
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 etc. complete as per the direction of Engineer-in-charge.
-
-
-
With brass cover plate minimum 1.25 mm thickness
6
-
-
Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/ Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete,
145
-
-
Providing and fixing aluminium tubular handle bar 32 mm outer dia,
3.0 mm thick & 2100 mm long with SS screws etc .complete as per
direction of Engineer-in-Charge.
-
-
-
Anodized (AC 15 ) aluminium tubular handle bar
16
-
-
Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making
good etc. complete.
2
-
-
Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and
fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).
13
-
-
Providing and fixing glazing in aluminium door, window, ventilator
shutters and partitions etc. with EPDM rubber / neoprene gasket
etc. complete as per the architectural drawings and the directions
of Engineer-in-charge . (Cost of aluminium snap beading shall be
paid in basic item):
-
-
-
With float glass panes of 8 mm thickness
30
-
-
Structure glazing
-
-
-
Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall
be paid on this account).
981
-
-
Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:
-
-
-
(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:
-
-
-
(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.
-
-
-
(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
-
-
-
(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
-
-
-
(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.
-
-
-
Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places.
-
-
-
Note:- 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately.
The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories
-
-
-
(1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr
-
-
-
(2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.
-
-
-
(3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml
-
-
-
(4) Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm
-
-
-
(5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test. Tests to be conducted on site.
-
-
-
(6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
99
-
-
Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc.
-
-
-
all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.“(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)“For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.“
-
-
-
(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
99
-
-
( Passenger Terminal Building- Plumbing)
-
-
-
Sanitary installation
-
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
-
-
-
W.C. pan with ISI marked white solid plastic seat and lid
4
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
-
-
-
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
5
-
-
Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
2
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931
-
-
-
15 mm nominal bore
4
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15mm nominal bore
-
-
-
15mm nominal bore
15
-
-
Providing and fixing troilet paper holder:
-
-
-
C.P. brass
4
-
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
5
-
-
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
4
-
-
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
-
-
-
600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
4
-
-
Providing and fixing of CP brass Health faucet with 8mm dia 1mtr. Long PVC tube and wall hook fixed to wall with rawl plug and CP brass screws complete. (Make: Jaguar Cat No.ALD-CHR-583 or equivalent make as a approved by Engineer-in-Charge)
4
-
-
Providing and Fixing 1.5 feet long connection hose with nuts at both ends complete. (Make: Jaguar Cat No.ALD-CHR-583 or equivalent make as a approved by Engineer-in-Charge) for health faucet.
8
-
-
Water supply internal
-
-
-
Providing and fixing Polyethelene-Aluminium- Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Exposed on wall, including cutting chases and making good the wall etc.
-
-
-
32 mm nominal outer dia Pipes
10
-
-
40 mm nominal outer dia Pipes
5
-
-
Providing and fixing Polyethelene-Aluminium- Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450, U.V.stabilized with carbon black having thermal stability for hot & coldwater supply, capable to withstand temperature up to 80°C, includingall special fittings of composite material (engineering plastic blendand brass inserts wherever required) e.g. elbows, tees, reducers,couplers & connectors etc., with clamps at 1.00 metre spacing.This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. CONCEALED WORK, including cutting chases and making good the wall etc.
-
-
-
20 mm nominal outer dia Pipes
30
-
-
25 mm nominal outer dia Pipes
15
-
-
32 mm nominal outer dia Pipes
15
-
-
Providing and fixing Polyethelene-Aluminium- Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
-
-
-
2532 (32 mm OD ) pipe
30
-
-
3240 (40 mm OD ) pipe
30
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved
quality (screwed end) :
-
-
-
25 mm nominal bore
2
-
-
20 mm nominal bore
4
-
-
32 mm nominal bore.
2
-
-
40 mm nominal bore
1
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
-
-
-
25 mm dia
1
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
-
-
-
25 mm dia nominal bore
25
-
-
40 mm dia nominal bore
5
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Circular tank
2000
-
-
Structure steel work revited, bolted or welded in build up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1000
-
-
Soil, Waste, Vent & Rain water pipes
-
-
-
Providing and fixing in position UPVC SWR trap conforting to IS:13592 including providing necessary steel support and as specification. Making proper connection cutting chae/hole in floors/slabs and briging the same in proper condition and shape after placing the trap in right position complete as required. The hopper and trap shall be set in cement concrete mix 1;2:4 complete as reqd. (P/S trap) Make: Supreme/Ashirvad/Prince or equvalent as approved by engineer-in-charge. (110X110mm).
5
-
-
Providing and fixing UPVC SWR pipes class B (IS:13592) with all injection moulded fitting complete including jointing with solvent cement including cutting and making good the walls wherever required. (For soil & waste pipes). Nothing extra will be paid for supports. (Inside Toilets, kitchen) Make: Supreme/Ashirvad/Prince or equvalent as approved by engineer-in-charge. 160mm outer dia
50
-
-
Providing and fixing UPVC SWR pipes class B (IS:13592) with all injection moulded fitting complete including jointing with solvent cement including cutting and making good the walls wherever required. (For soil & waste pipes). Nothing extra will be paid for supports. (Inside Toilets, kitchen) Make: Supreme/Ashirvad/Prince or equvalent as approved by engineer-in-charge. 110mm outer dia
50
-
-
Providing and fixing UPVC SWR pipes class B (IS:13592) with all injection moulded fitting complete including jointing with solvent cement including cutting and making good the walls wherever required. (For soil & waste pipes). Nothing extra will be paid for supports. (Inside Toilets, kitchen) Make: Supreme/Ashirvad/Prince 75mm outer dia
40
-
-
Providing and fixing 100% stainless steel grating of approved make and quality grade 304 on top of floor trap. The rate includes the cost of all ancillary works and material as required to complete the works.
127mm (Cat No. SKSH5, Hilti & chili)
5
-
-
Providing , laying & jointing in position UPVC pipes conforming to (IS:4985:1988) and suitable for all respective working pressures with all fitting and accessories e.g. couplings, tees, bends, reducers, clamps, screwd adapters, flanged tail pieces etc. jointing as per manufacturers instructions and making good the wall and floor as reqd. Make : Supreme/Ashirvad/Prince or equvalent as approved by engineer-in-charge.
-
-
-
PVC pipe 110mm-6Kg/cm2
20
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels 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 complete as per standard design :
-
-
-
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With Sewer bricks conforming to IS : 4885
6
-
-
Extra for depth for manholes :
-
-
-
Size 90x80 cm
-
-
-
With Sewer bricks conforming to IS : 4885
0.3
-
-
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
4
-
-
Providing and fixing square-mouth S.W. Gully trap class SP-1 complete with C.I. Grating brick masonary chamber with water light C.I cover with frame of 300 X 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
-
-
-
100X100 mm size P type.
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
-
-
FIRE FIGHTINGWORK
-
-
-
Supplying and Fixing First Aid Hose Reel, wall mounting swinging type complete with drum & bracket of MS construction, spray painted in Post office Red conforming to IS 884/1995 with upto date amendments, complete with the following as required.
-
-
-
36 meter long 20mm dia water hose Thermoplastic (Textile reinforcement) Type-2 as per ID:12585
-
-
-
25mm dia ball valve & nozzale.
-
-
-
Pressure guage
-
-
-
Drum and brackets for fixing the equipments on wall.
-
-
-
Connection from riser with stop valve (gun metal) & M.S. Pipe.
1
-
-
Providing and fixing MS cabinet fabricated from 16 g sheet with full front glass door and locking arrangement duly painted with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade and suitably mounted on a raised platform as required (Approx. 0.6 x 0.6 x 0.45 M)
1
-
-
Supply, installation, testing & commissioning Mild steel black pipe (IS: 1239 Part-1) heavy class including cutting, screwing, welding etc. complete with fitting viz. tees elbow, bends, flanges, dead flange, reducers etc. including excavation (upto 1.5M deep). Rubble soiling, sand filling upto 3" above the pipe, back-filling with excavated earth removal of surplus soil and providing anti-corrosive treatment (coating and wrapping) with 4mm thick tape and holiday test check as per IS: 10221 complete as required. Note: Pipes upto and 40mm dia shall be standard threaded forged steel fittings with welded joints. Jindal Hissar/TATA
-
-
-
100mm dia
30
-
-
80mm dia
2
-
-
50mm dia
2
-
-
25mm dia
2
-
-
20mm dia
2
-
-
Providing and fixing cast iron double flange non return valve of PNI.6 including nuts, bolts, 3mm thick compressed asbestos gasket, Gunmetal seat, drilling as per IS:1538, matching flanges as per table "E" complete as per IS:5312 swing type (For pumps only) Kakes: ZOLOTO/DEEPAK.
-
-
-
100mm dia
1
-
-
providing and fixing C.I. butterfly valves PN 1.6 complete with Nitrile liner, SS disc, SS stem, bolts , nuts 1.5mm thick compressed asbtos gasket companion flanges as per table "E" complete as per IS:13095, Makes: ZOLOTO/NVR/DEEPAK or equivalent as approved by Engineer-in- Charge.
100mm dia
2
-
-
providing and fixing C.I. butterfly valves PN 1.6 complete with Nitrile liner, SS disc, SS stem, bolts , nuts 1.5mm thick compressed asbtos gasket companion flanges as per table "E" complete as per IS:13095, Makes: ZOLOTO/NVR/DEEPAK or equivalent as approved by Engineer-in- Charge.
00mm dia
1
-
-
Supply & fixing of ISI (IS:15683) marked portable fire extinguisher water type stored presure (stored presure) capacity 9 ltrs. With gun-metal cap and nozzle and complete in all respects including initial fill and wall susoension bracket. Capacity 9 ltrs.
2
-
-
Supply & fixing of ISI (IS:15683) marked portable fire extinguisher carbondioxide type flat base including valve, discharge hose of not less than 10mm dia. 1m long & complete in all respects including initial fill with C)@ gas confoming to IS:307-1966 filled to a filling ratio of not more than 0.667 of not more than 0.667 and wall suspension bracket.
2
-
-
Supply and fixing of powder fire extinguisher (stored pressure type) duly ISI marked conforming to IS:1583:2006 with IS: 14609, ISI marked ABC powder complete with squeeze grip release valve, discharge pipe, locking arrangement pressure guage, operation manual and bracket. operating temperature 10'C to 55'C.
2
-
-
SH:- (II) PAVEMENT & DRAIN
-
-
-
Earth Work
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
All kinds of soil
116.1
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as
well as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge.
-
-
-
Ordinary rock
12.9
-
-
Dismentling & Demolishing
-
-
-
Demolishing R.C.C. work 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.
360
-
-
Dismantling 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 :
-
-
-
Water bound macadam road
1200
-
-
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 leads including all lifts involved.
540
-
-
Road work
-
-
-
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
430
-
-
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
64.5
-
-
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
-
-
-
With medium setting bitumen emulsion
-
-
-
On W.B.M / W.M.M. @ 0.4kg/sqm
430
-
-
On bituminous surface @ 0.25kg/sqm
430
-
-
Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete.
-
-
-
New work (Two or more coats)
61.25
-
-
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.
-
-
-
New work (Two or more coats)
21.5
-
-
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
-
-
-
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
23.65
-
-
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
-
-
-
40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
17.2
-
-
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with 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 density, complete as per specifications and directions of Engineer-in-Charge.
107.5
-
-
Granular Sub-Base with coarse graded material (Table:- 400-1 & 400-2) construction of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor graded on prepared surface to required gradient, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve at least 98% of maximum dry density (determined using modified proctor test) to achieve at least 30% of CBR value complete as per clause 401 of MORTH 5th Revision.
352.5
-
-
Dry Lean cement concrete Sub-base:- construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming ri IS:383, aggregate gradation after blending to be as per table 600-1 of MORTH 5th revision with minimum cement concrete strength not to be less than 10 Mpa at 7 days mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-12 tonnes vibratory roller, finishing and curing complete as per direction of Engineer-in-charge.
153.13
-
-
Pavement quality concrete::- Construction of reinforce, M-40 grade pavement quality concrete of flexural strength 45 kg/cm2 over a prepared sub-base with 43 grade cement with minimum cement content of 390 kg per cum or as per mix design (whichver is more), coarse and fine aggegate, mixing in a batching and mixing plant as per approved mix design (As per IRC-44), transported to site laid with a fixed form paver, spread compacted and finished in a continuous operation including provision of contraction, expansion, construction, longitudinal & tranverse joints, joint cutting, joint filler, backer rod conforming to ASTMC:5249-95 or ASTMD:3575, separation membrance (400 micron HDPE sheet), sealent primer, polyurethene joint sealant with min MAF+_30, reinforcement (Thermo-Mechnically treated bars od grade Fe-500D or more) admixtures as approved, curing compound, finishing to lines and grades as per drawing and direction of Engineer-in-charge.
Note:-
1) details of HDPE sheet:- 400 micron HDPE sheet over tack coat of 2.5kg/10mtr2 of VGRO HDPE with minimun width of 8m without joints, 400 micron manufactueres by IS 10889-2004 (or latest) with company logo & IS code & batch number on at least very 2 metres.
2) Manufactirer test certificate for every consignment.
220.5
-
-
Embarkment construction with materials obtained from Borrow pits (Construction of embarkment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2
483.9
-
-
Construction of Embarkment with material deposited from roadway cutting Construction of embarkment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2
116.1
-
-
Construction of Drains (110m)
-
-
-
Earth work
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
All kinds of soil
42.77
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
Ordinary rock
4.75
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
6.6
-
-
Carriage of materials by mechanical transport including loading, unloading and staking for a lead upto 10 Km.
40.92
-
-
Concrete work
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)
16
-
-
Brick work
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
16
-
-
Finishing
-
-
-
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
-
-
-
12 mm cement plaster
149.6
-
-
Total(Drain)
-
-
-
Grand Total (Pavement+Drain)
-
-
-
SH:- (III) Watch Tower
-
-
-
Carriage of Materials
-
-
-
Carriage of materials by mechanical transport including loading, unloading and staking
-
-
-
Excavated Rock
6.27
-
-
Earth work
-
-
-
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
-
-
-
All kinds of soil
16
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
All kinds of soil
56.45
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge.
-
-
-
ordinary rock
6.27
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
51.7
-
-
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
-
-
-
All kinds of soil
15.68
-
-
Concrete work
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)
2.57
-
-
RCC work
-
-
-
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable
separately)
-
-
-
All works upto plinth level
9.02
-
-
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1082.59
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
14.4
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
7.44
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
9.6
-
-
Total R.C.C. Work
-
-
-
Steel work
-
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1843.59
-
-
Total Steel work
-
-
-
Roofing
-
-
-
Providing and fixing colour galvanised trapezoidal profile aheeting of 0.50mm thickness tolerance +-5% total coated thckness TCT of materials 550 Mpa for roofing/cladding application. The trapezoidal profiled sheet shall be 28-32mm increst height with 2 stiffener ribs with subtle squre fluting inthe six pans at nominal 200mm centre-to-centre. The end crest shall be designed for anti capillary action to avoid any seepage of water through the lateral overlapping. The frofile shall have return leg for proper side lap. coasting specification: Primer coat: 5-7 micron epoxy primer on both side of sheet. Top cost: Polyster top coat 15-18 microns. Colour: as approved by engineer-in-charge tolerance: as per IS standards: IS:15961, IS 513, IS:14264. The sheet shall be using self driling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vvertical or curved surfaces. excluding the cost of purlins, rafters and trusses and including cutting to size and shape eherever required.
14.89
-
-
Same as above but for Ridges plain (500-600mm)
8.76
-
-
Same as above but for gutter plain (600mm over all girth)
10.24
-
-
Finishing
-
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
-
-
-
On steel work
59.21
-
-
SH:- (IV) UG Tank
-
-
-
Earth work
-
-
-
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
-
-
-
All kinds of soil
61.6
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.
-
-
-
All kinds of soil
259.76
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
Ordinary rock
28.86
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
127.64
-
-
Carriage of materials by mechanical transport including loading, unloading and staking Excavated Rock
28.86
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.
-
-
-
All kinds of soil
177.94
-
-
Concrete work
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6.78
-
-
RCC work
-
-
-
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering
finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately)
-
-
-
All works upto plinth level
48.29
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars
5311.74
-
-
Extra for providing richer mixes at all floor levels.
-
-
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/
cum)
48.29
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
10.78
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
208.96
-
-
Suspended floors, roofs, landings, balconies and access platform
41.44
-
-
Edges of slabs and breaks in floors and walls
-
-
-
Under 20 cm wide
26
-
-
Steel work
-
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
250
-
-
Flooring
-
-
-
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
15.6
-
-
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
-
-
-
18 mm thick
1.64
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade
complete.
72.8
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment
etc., complete.
20
-
-
Finishing
-
-
-
12 mm cement plaster of mix :
-
-
-
1:6 (1 cement: 6 coarse sand)
52.48
-
-
6 mm cement plaster of mix:
-
-
-
1:3 (1 cement : 3 fine sand)
15.6
-
-
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
-
-
-
Two coats
68.08
-
-
Dismantling and Demolishing
-
-
-
Demolishing cement concrete manually by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design
mix)
12.32
-
-
Water proofing
-
-
-
Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :
(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.
(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.
(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
-
-
-
Using rough kota stone
75.52
-
-
Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :
-
-
-
Using rough Kota stone
86.94
-
-
Providing and Placing in position suitable PVC water stops 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 :
-
-
-
Dumb bell with central bulb (180 mm wide, 8 mm thick)
70.2
-
-
Grading roof for water proofing treatment with
-
-
-
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2.46
-
-
Suppying and fixing of padler flanges of 100mm dia as per approved design as directed by engineer-in-charge:
4
-
-
SH:- (V) Septic Tank & Soak pit
-
-
-
Earth work
-
-
-
Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
-
-
-
All kind of soil
30
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
All kind of soil
67.82
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
Ordinary rock
7.54
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
44.06
-
-
Carriage of materials by mechanical transport including loading, unloading and staking
7.54
-
-
Excavated Rock
-
-
-
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
-
-
-
All kinds of soil
31.88
-
-
Concrete work
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)
2.32
-
-
"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone
aggregate 20 mm nominal size).
0.3
-
-
RCC work
-
-
-
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 R.M.C. from
transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately)
-
-
-
All works upto plinth level
14.32
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically treated bars
1575.45
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
8.55
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
68.92
-
-
Suspended floors, roofs, landings, balconies and access platform
10.79
-
-
Edges of slabs and breaks in floors and walls
-
-
-
Under 20 cm wide
20.8
-
-
Dismentaling & Demolishing
-
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
-
-
-
RCC dismental for septic tank and soak pit.
4.98
-
-
Water proofing
-
-
-
Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :
(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.
(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.
(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
-
-
-
Using rough kota stone.
27.5
-
-
Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :
-
-
-
Using rough Kota stone
38.21
-
-
Providing and Placing in position suitable PVC water stops 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 :
-
-
-
Dumb bell with central bulb (180 mm wide, 8 mm thick)
30.4
-
-
Drainage works
-
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
-
SH: - (VI) Boundary Wall
-
-
-
Earth work
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
All kinds of soil
128
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
45
-
-
Concrete work
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone
aggregate 20 mm nominal size).
64
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
16
-
-
RCC work
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
424
-
-
Steel works
-
-
-
Structural steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structure steel etc. as reqd.
-
-
-
In gartings, frames guard bar, ladders, ralings, brackets, gates & similar works.
5788
-
-
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre.
99
-
-
Painting with synthetic enamel paint VOC (Volatile Organic Compound ) content less than 150 grams/litre,of approved brand and manufacture,including applying additional coats wherever required to achieve even shade and colur. Two coat
328
-
-
Supllying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for a0 cm length and drilling holes upto 10 mm dia. Etc. complete
2456
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 x 50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
567
-
-
SH: (VII) GATE
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Alkl kind of soil.
-
-
-
Excavation for RCC piller foundations.
2
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-
-
-
35% of excavation
1
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
1
-
-
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge.
-
-
-
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable
separately)
-
-
-
All works upto plinth level
1
-
-
All works above plinth level upto floor V level
1
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
120
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
120
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
6
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts
8
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
641.3
-
-
PACKAGE -1(C) ( Passenger Terminal Building-Internal Electric Work)
-
-
-
Sub-Head I: Internal wiring
-
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group C
86
-
-
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
-
-
-
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
107.5
-
-
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
250
-
-
2 X 6 sq. mm + 1 X 6 sq. mm earth wire
80
-
-
2 X 10 sq. mm + 1 X 6 sq. mm earth wire
50
-
-
4 X 6 sq. mm + 2 X 6 sq. mm earth wire
50
-
-
Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.
-
-
-
20mm
50
-
-
25mm
50
-
-
32mm
50
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
24
-
-
Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
1
-
-
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
10
-
-
Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular SP MCB "C" curve including connection, painting etc as reqd. (for Geyser & AC).
6
-
-
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).
8
-
-
1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
150
-
-
Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheathcomplete as required.
150
-
-
Sub Head-II : Telephone and LAN system.
-
-
-
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
-
-
-
2 Pair (4 core) unarmoured cable from Tag block to LV box.
100
-
-
Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.
-
-
-
1 run of cable.
100
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
Telephone socket outlet
8
-
-
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as reqd.
-
-
-
1 or 2 Module (75mmX75mm)
8
-
-
Sub-Head-III: Distribution Board.
-
-
-
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
6 way , Double door
1
-
-
8 way , Double door
2
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
8 way (4 + 24), Double door
2
-
-
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
63 A
2
-
-
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
Single pole
56
-
-
SubHead-IV: Earthing
-
-
-
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
2
-
-
Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.
20
-
-
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
20
-
-
Sub-Head-V: Fire dectection & Public Address System
-
-
-
Supplying, installation, testing & commissioning sector panel suitable for following zones, complete with visual indications for short circuit fault, open circuit fault, fire condition and all other standard facilities as per IS:2189 with mimic diagram for all area/zone covered, complete with all connections, interconnections as required.
-
-
-
4 Zone
1
-
-
Supplying, installation, testing & commissioning of manual call boxes of MS construction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required.
2
-
-
Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. complete as required.
2
-
-
Supplying, installation, testing & commissioning response indicator on surface/recess MS box having two LEDs metallic cover complete with all connections etc. as required.
2
-
-
Supplying, installation, testing & commissioning of heat detector operating at 54ºC/57ºC with rate of rise cum fixed temperature (dual thermistor) type with mounting base complete with all connection etc. as required.
1
-
-
Supplying, installation, testing & commissioning of smoke detector with builtin LED and mounting base complete with all connections etc. as required.
8
-
-
Supplying, installation, testing & commissioning of audio amplifier 50 Watt, 25V rms operating at 240 volt AC supply complete as required.
1
-
-
Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required.
6
-
-
NON-SCHEDULED ITEM
-
-
-
Sub-Head-VI: Telephone and Lan System
-
-
-
Supply , laying, connecting and testing of multi-core telephone amoured/unamoured cable of conductor size 0.6mm dia annealed copper conductor PVC insulated PVC sheathed jelly filled (as per DOT specification) Cable as required.
-
-
-
20 Pair telephone armoured cable
30
-
-
Suply, fixing connecting and testing of under noted size of soleriess telephone tag clock krone make in surface/recess in wall required size of M.S. box with hinged loable cover duly stove enamel painted.
-
-
-
20 Pair telephone armoured cable
1
-
-
Supplying and fixing M.S. box with modular type (RJ-45) outlet for LAN complete as reqd.
8
-
-
Supply, installation testing and commissioning of pure server based IP-PBX with 24 analog extension with CLIfacility system complete a required.
1
-
-
Supply, installation testing and commissioning of broadband LAN connection complete as required with 10MBPS speed.
1
-
-
Supply, installation testing and commissioning of 24 port L2 managed switch having port density 24 nos. of 10M/100M/1G RJ45 port POE/POE+ports, 2 nos. of GbE RJ45/SFP combo port, 1X console port, available PORE power 370W , 52 Gbps switching bandwide, 8K mac address support, support L2 feature STP,RSTP,MSTP, support 802 1Q VLAN, port based VLAN, 4K VLAN entries, MAC based VLAN, IP subnet based VLAN, support IEEE 802 3ad LACP, L3 features static routing, DHCP feature, devicemanagement system topology view, floor view, map view, dashboard, traffic monitoring,cable diagonostic, CE, FCC certified. (Approved make - Cisco/Juniper/Axis/Impulse/Mobotix/Avigilon)
1
-
-
Sub-Head VII- Distribution panel
-
-
-
Distribution panels (for PTB building)
-
-
-
Design, manufacture, supply, installation and commissioning of 2mm thick MS sheet steel fabricated cubicle type panel dust and vermin proof complete with hinged and lockable doors. The sheet steel shall under go minimun eight tank treatment folowed by finishing treatment of powder coating with 70 micron minimum thickness. All the panels shall be floor mounted and dead front construction complete with interconnections:-
-
-
-
Note:
The panels shall be FRONT operated with cable entry from the top bottom. Earth bus shall be part of the psnel (All MCB to be "C" curve)
-
-
-
The following provisions shall be required to be made in the distribution panel as detailed below:
-
-
-
All live accessible parts shall be shrouded with 1mm thick polycarbonate/3 mm thick FRP sheet and all equipment shall be finger touch proof. The busbar insulation shall be with heat shrinkable sleeves according to the colour code. SMC shrouds and busbar supports shall be used. All MCCB door handle shall be interlocked and lockable in OFF position.
-
-
-
Galvanised hardware with zinc passivetion shall be used in fabrication of switchboards.
-
-
-
Suitable aluminium earth bus to be provided throughout the length of switchboards.
-
-
-
All indication lamps/illuminated push buttons shall be LED type.
-
-
-
Coil of all motor starters shall be fed from 440V/230V control transformer.
-
-
-
2A SP MCBs shall be used as backup protections.
-
-
-
All MCCBs shall be variable plug setting type with thermal magnetic lcs = 100% lcu & rotary handle.
-
-
-
All control & power wiring shall be broughtout upto the cable alley in the terminal blocks.
-
-
-
An approval shall be taken for each panel before manufacturing.
-
-
-
Provision of one 6/16 amp socket & compartment lighting for each vertical section of main panel.
-
-
-
All breaking capacity for MCCB to be lcs=100% lcu.
-
-
-
All MCB to be C curve
-
-
-
MDB-1
-
-
-
Incoming:
-
-
-
1 no. of 250 amp FP MCCB of 16 KA breaking capacity & trip setting as required.
-
-
-
Metering for incoming:
-
-
-
Digital multifunction meter (MFM-4) with RS-485 communication port for measurement of PF,V.A & Hz, equivalent to EM6459 with CT as required.
-
-
-
Phase indicating LED lamps RYB with 2 amps SP MCB back up.
-
-
-
Busbar
-
-
-
Outgoings
-
-
-
3 nos. 63 amps 10 KA 440 volt FP MCB.
-
-
-
1 nos. 100 amps 16KA 440 volt FP MCCB along with 100A FP contactor.
-
-
-
1 nos.63 amps 16 KA 440 volt FP MCCB.
-
-
-
3 nos. 40 amps 10 KA 440 volt FP MCB.
-
-
-
1 nos. 40 amps 10 KA 440 volt DP MCB.
-
-
-
MDB describe as above complete in all respect.
1
-
-
Supply and fixing of 2mm thick CRCA sheet steel powder coated raceway of following sizes complete with bend/tee joints, coupling plate & nuts bolts etc. including providing and fixing of MS paintd hanger etc. as reqd.
-
-
-
150mm wide 50mm depth
30
-
-
Designing fabricating supplying installing and commisssioning of ceiling junction box fabricating out of 1.6mm thick CRCA steel sheet in following sizes of duly painted from inside as well as outside with proper knockouts for conduit.
-
-
-
150mmx150mmx65mm
4
-
-
Sub-Head VIII- Fans Light Fixtures :
-
-
-
Supply, fixing, testing and commisssiong of recessed mounted luminarie of 34W LED 600x600mm of 5700K suitable for operation on 230 volt 50 Hz single phase AC supply with all accessories complete for ceiling. Havells cat No.LHEWEBP6IN1W034 OR equivalent make.
38
-
-
Supply, installation, testing & commissioning of recessed mounted circular 12W LED downlighter with CRCA/pressure diecast aluminium heat sink & white finish polycarbonate diffuser complete with elecronic LED driver efficacy better than 90 lumens/watt with CRI80 including making suitable arrangement for fixing on false ceiling & connection complete as required.
28
-
-
Supply, installation, testing & commissioning of 8W LED mirror light complete as required.
4
-
-
Supply, fixing, testing and commisssiong of 300mm 1400 RPM heavy duty metal exhaust fan complete with gravity louver and connection with 3 core flexible wire as required.
3
-
-
Supply and installation of wall bracket fan of 400mm sweep complete with fan motor blades etc. with all accessories etc. of approved make as required.
2
-
-
Supplying, erection, connecting, testing and commisssioning of1200mm sweep ceiling fan complete with GI fan box, blades, down rod, shackle insulator,, canopy etc. including providing of eletronic step regulator with faceplate matching the existing modular switches as required. (Similar to Havells-Pacer)
11
-
-
Supply, unloading, installation at ground floor, testing & commissioning of micro processor/DSP controlled 5 KVA UPS, IGBT based rectifier to xchieve THDI 5% and input power factor of greater than 0.95 at 50% loading. True online double conversion (VFI as per IEC 62040-3) UPS using PWM IGBT technology, 1 phase input and 1 phase 230V out put UPS system and each comprising of all following:
-
-
-
125% rated rectifier cum charge unit +100% rated inverter, integrated in UPS module
-
-
-
100% rated external galvanic isolation transformers of K-13 delta/zigzag type for isolation of input neutral to be installed after UPS as shown in drawing enclosed.
-
-
-
100% rated inbuilt statis switch at the invertor ouput + 2 nos. 100% rated inbuilt static switches at the static bypass line.
-
-
-
100% rated inbuilt maintenance by pass.
-
-
-
100% rated moulded case battery circuit breaker having lthermal, imagnetic and automaic U/V trip mechaniscs.
-
-
-
web-enable monitoring and management through SNMP protocols for multi OS environments.
-
-
-
Supply,unloading, installation at basement, testing and commissioning of Lead Acid sealed maintenance free batteries for 5 KVA UPS system for providing 15 minutes backup to 5 KVA UPS for full load. The bank of batteries shall comprise required nos. of batteries complete as required. Battery sizing calculation are to be submitted for approval.
-
-
-
Supply,unloading, installation at basement, testing and commissioning of Lead Acid sealed maintenance free batteries for 5 KVA UPS system along with interconnecting links, MCB etc. complete as required & as per specifications.
-
-
-
Supply, laying, testing & commissioning of flexible single core copper cable of Finolex/Skyline/Havells/Nyvin make for interconnections between UPS to UPS, UPS to batteries, UPS to isolation transformer, complete as required for 5 KVA UPS including providing battery circuit breakers as required.
-
-
-
Supply, installation, testing and commissioning of UPS monitoring software suitable for RJ-45 communication and capable of giving pop up messages for all alarms received from UPS it shall be capable of the following:-
-
-
-
Giving notifications like e-mail, paging notification, broadcast notification, battery replacement notification, run event-based scripts.
-
-
-
Event logging, data logging and action logging (wth date, time, description of fault and event).
-
-
-
Run the battery diagnostic test.
-
-
-
Automated unattended shutdown of computers.
-
-
-
Local notification through audible alarm.
-
-
-
Software should support Microsoft Windows NT/2000/Server, 2003/XP, AIX, HP-UX, Sun solaris, Linux, Novell netware
-
-
-
UPS describe as above complte in all respect.
1
-
-
Providing and fixing of self illuminated/auto glow "EXIT" signs printed on photoluminescent sheet containing self illuminated base chemical of appropriate size not less than 400x150mm suspended from ceiling or fixed to the walls with accessories as required and as directed at site.
4
-
-
Sub-head-IX: CCTV system
-
-
-
Supply, installation, testing and commissioning of colour dome camera with 2 megapixel along with suitable lens, staines steel brush finish plate etc. complete as required & as per specifications.
9
-
-
Supply, installation, testing and commissioning of C/CS-Metal body colour day and night high resolution 540 lines with autoiris lens including weather proof housing IP-65, suitable mounting bracket with approved finished & colour complete as required as per specification (For main gate entry/exit).
2
-
-
Supply, installation, testing and commisssioning of 1 proffessional DVR with 16 video inputs, H.264 compression - D1 display resolution with 2.5TB HDD, expandable up to 8 TB. Total recording frames @ 400 fps. Recording based on continuous motion, scheduled ar alarm, remote bachup through TCP/IP, HTTP networkable back up by USB/DVDWR, client software included, POS transaction date recording with image, supplied with licensed OS, keyboard & mouse as required and as per specifications. The DVR shall be interated with acess control system. (Along with 2 nos. 4 TB)
1
-
-
40" Full HD LED professional display for monitoring with mounting accessories.
4
-
-
Sub-Head-X: HVAC system
-
-
-
Hi-wall split Unit (Heat & cool model)
-
-
-
Supply, installation, testing and commissioning of Hi-wall Split Unit (5 star rating) with rotary compressor & cordless control of following capacity with wall/floor mounted out door unit stand.
-
-
-
1.5 TR Air-cooled split unit (Heat + Cooling)
6
-
-
Supply, installation, testing and commissioning of additional refrigerant piping (two length) duly insulated with 25mm for indoor application and 28 mm for outdoor application closed cell nitrile rubber of density 60+/-10% kg/m3 to interconnect indoor & outdoor units for each circuit.
-
-
-
For 1.5 TR Unit
60
-
-
Condendate Drain piping
-
-
-
Supply, installation, testing and commissioning of PVC hard drain piping with fittings, valves & insulation with 13mm for indoor application closed cell nitrile rubber of density 60+/-10% kg/m3.
-
-
-
25mm dia of pipe PVC hard pipe
60
-
-
PACKAGE - 7 (VI) EXTERNAL ELECTRICAL WORKS/CCTV/SECURUTY INSTALLATIONS
-
-
-
Sub-Head-I: Wiring
-
-
-
Wiring for CCTV system
-
-
-
Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
700
-
-
Sub-Head-II: Earthing
-
-
-
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
2
-
-
Providing and laying earth connection from earth electrode
with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.
20
-
-
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/recessed conduit/submain wiring/ cable as required.
800
-
-
Plate earthing for DG set & unitized substation
-
-
-
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
6
-
-
Earthing with copper earth plate 600 mm X 600 mm X 3 mm
thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
4
-
-
Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
20
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre
below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
30
-
-
Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required.
20
-
-
Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
30
-
-
Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
20
-
-
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in
recess for connections etc. as required.
30
-
-
Sub-Head-III: L.V. Cables
-
-
-
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
-
-
-
Upto 35 sq. mm
520
-
-
Above 35 sq. mm and upto 95 sq. mm
30
-
-
Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.
-
-
-
Upto 35 sq. mm
20
-
-
7.5 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
-
-
-
Upto 35 sq. mm
120
-
-
Above 35 sq. mm and upto 95 sq. mm
10
-
-
Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.
-
-
-
Upto 35 sq. mm (clamped with 1mm thick saddle)
50
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
-
-
-
2C X 6 sq. mm (19mm)
18
-
-
2C X 25 sq. mm (22mm)
2
-
-
4 X 25 sq. mm
6
-
-
3½ X 50 sq. mm
2
-
-
4 X 10 sq. mm
2
-
-
Providing, laying and fixing following dia G.I. pipe (medium
class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required
-
-
-
100 mm dia
100
-
-
150 mm dia
20
-
-
HT Cables
-
-
-
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
-
-
-
Upto 120 sq. mm
60
-
-
supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :
70 sq. mm
-
-
-
3CX120 sq.mm
1
-
-
Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :
-
-
-
3CX120 sq.mm
1
-
-
Non- Schedule item
-
-
-
Sub-Head-IV: L.V. Cables
-
-
-
Supply following sizes of aluminium conductor XLPE insulated PVC sheathed armoured 1.1 KV grade power distribution cable confirming to IS:7098 (Part-1)
-
-
-
4x10 sq. mm
50
-
-
2Cx10sq.mm
200
-
-
2Cx16sq.mm
50
-
-
4Cx25 sq. mm
300
-
-
3.5Cx50 sq. mm
60
-
-
HT Cables
-
-
-
Laying of one number PVC / Supply of XLPE insulated and PVC sheathed 11 KV grade HT armoured cable as per IS:7098 part-II.
-
-
-
3Cx120 sq. mm.
60
-
-
Sub-Head-V: CCTV systemII.
-
-
-
Supply, installation, testing and commissioning of 4 MP bullet camera, ONVIF profile S&G, UL, CE,FCC certified, 1/2.8" progressive scan CMOS, 2.8 mm to 12mm motorized varifocal lens, min illumination: 0.05 Lux @ (F1.2,AGC ON), O Lux with IR, Shutter speed: 1/5s~ 1/100,000 s, 90 dB WDR, SD card support, Alarm trigger - 1 input/1 output, Video compression: H.265, H.264, frame rate: 30 fps @ 3MP, Edge analytics: line crossing, perimeter intrusion, Face detection, cross counting, stationarty object, in built IR LED, IR distance upto 60 meters, IP 66, POE.
7
-
-
Supply, installation, testing and commissioning of 1 professional DVR with 16 video inputs, H.264 compression - D1 display resolution with 2.5TB HDD, expandable upto 8 TB, total recording frames @ 400 fps. Recording based on continuous, motion, scheduled or alarm, remote backup through TCP/IP, HTTP networkable, backup by USB/DVDRW, client software included, POS transaction data recording with image. Supplied with licenced OS, keyboard & mouse. complete as reqd. an as per specifications. The DVR shall be integrated with access control system. (Along with 2 nos. 4 TB)
1
-
-
Sub-Head-VI: External Lighting
-
-
-
High Mast
-
-
-
Supply, installation, testing and commissioning of 16M high mast shaft in two section suitable for 47 m/sec wind speed along with head frame, luminaries carriage suitable for 08 luminaries in symmetrical arrangement and other accessories manufactured in factory. including raising lowering syatem comprising double drum winch, 5mm diameter SS wire rope, trailing cable,connector, integral power tool motor, manual handle, junction box, lightining finial. (Wiring material from special steel along with nuts, washers, anchor plate and commond template including suitable foundation with provision of cable entry also with LED type single dome aviation obstruction light.
2
-
-
Supply, installation, testing and commissioning of LED flood light of 200W LED suitable for high Mast operation complete as reqd.
16
-
-
Supply, installation, testing and commissioning of outdoor stand mounted feeder pillar with 32A TPN MCB incomer, single dial time swtch, 25A TP contactor for the automatic switching of luminaries, power tool control with 2 no. 9A contactors and raise lower push button, incoming 4x10 sq. mm and out going 2.5 sq. mm terminals.
2
-
-
Supply, installation, testing and commissioning of 4 mtr. High ot dip galvanised octagonal poles with 130mm botton A/F & 70mm top A/F made up of 3mm thick HT sheet alongwith base plate of size 200x200x12mm thick (without bracket)
8
-
-
Supply, installation, testing and commissioning of 4 nos.of M16x450 long "J" type EN 8 grade foundation bolt along with template.
8
-
-
Supply, installation, testing and commissioning of 7 mtr. High hot dip galvanised octagonal poles with 130mm bottom A/F & 70mm top A/F made up of 3mm thick HT sheet alongwith base plate of size 200x200x12mm thick (Without bracket).
7
-
-
Supply, installation, testing and commissioning of 4 nos. of M20x600 long "J" type EN 8 grade foundation bolts along tamplate.
7
-
-
Supply, installation, testing and commissioning of 1 mtrs. Long hot dip galvanised single arm special bracket (Model: Type-5) cross arm made up of GI pipe Model: Type 5.
8
-
-
Supply, installation, testing and commissioning of LED street light of 30W light fixture.
8
-
-
Supply, installation, testing and commissioning of 25W gate LED light suitable for coloumn mount and suitable for 220volt opetration complete with wiring etc. as reqd.
2
-
-
Sub-Head-VI: Supply & Installation of substation safety equipment:-
-
-
-
Supply of 160 KVA unitised sub-station
-
-
-
Design, manufacture, testing at works, supply of compact unitized subststion, outdoor plinth mounted type, comprising following components interconnected with one another, including required interconnection with cable/busbar and internal earthing connections complete as reqd. and as per specifications.
-
-
-
11KV compact secondary substation outdoor type designed for natural cooling having type testing equipment comprising distribution transformer and SF6 insulated compact switchinggear enclosed in robotically sealed laser sealed/welded stainless steel tank, low voltage switchboard, interconnection between HT switchgear and transformer using cables and transformer to LT switchgear using AI busbars/cables, factory built ready for connection type, internal earthing factory complete and other associated equipment etc. complete as reqd. conforming to detaled specifications.
-
-
-
The enclosure shall have modular construction using G.I sheets and shall be painted with polyurethane paint from the exerior. The enclosure for HT & LT switchgear shall be provided with IP54 ingress protection. The transformer compartment will have IP23 ingress protection. The transformer used shall be specially designed for low losses and hermatically sealed with corrugated tank. The components of compact substation shall be as per detailed below:
-
-
-
H.T. Panel (11KV)
-
-
-
1 wayy 11 kv,(V+M) 3 phase, 50hz, 3 wire floor mounted, non extensible, havinghinged arc proof cable doors, breaking capacity 21KA SF insulated compact switchgear enclosed in stainless steel tank having IP67 degree of protection onsisting of following:-
-
-
-
1 no. 11KV, 630 amps, Tee-off spring assisted type vaccum circuit breaker unit with self actuationg electronic over current and earth fault relay fitted with fixed type voltage indicator device as per IEC 61958 and ring core type protection current transformer along with LV compartment with amp,PF,Bucholtz relay, auxiliary relays for WTI (winding temperature indication), 4 window annunciation panel and TVM.
-
-
-
Air insulated meterng panel connected along with above unit, 20KA, 630A having potential transformer, connected jumpers/busbars, LV compartment to incorporate voltmeter as per requirement, including providing voltmwter, ammeeter,electronic trivector meter with MDI, space heater with thermostat.
-
-
-
Transformer (Dry Type) with off load tap changer
-
-
-
1 no.11KV/433V, 160 KVA thre phase, 50 Hz, DYn11, Off load tap changer +5% to -10% in steps of 2.55, MOUNTEDN INSIDE COMPACT SUBSTATION ENClosure, hermetically sealed, corrugated wall design transformer with Cu winding and standard fittings. As per IS-2026 as amended up to date expect losses.
-
-
-
BUS bars:
-
-
-
Electrolytic high conductivity aluminum three phase and neutral busbars rated at 400 amps, 25KA, bus bars shall be colour coded andinsulated by heat shrinkable sleaves & clip on shrouds for jionts. The current density of bus bar shall be 1.2 sq.mm/amp.
-
-
-
LT Outgoings
-
-
-
2 nos. incomer with 433V LT feeder panel having 320A 4P manually operated MCCB, 36KA with miceoprocessor based O/L, S/C and E/F protection along with LED phase indication lamps & protection MCB, space heated & thermostat including 1 no. 45 KVAR (1 nos. 20Kvar, 2 nos. 10 Kvar & 1 no. 5Kvar), MPPH capacitor bank, with 125 TP MCCB, 25 K service breaking capacity for direct operation along with MFM & Phase indication lamp.
-
-
-
Unit substation comprising I,II,III & IV as described above and as per specifications.
1
-
-
Supply of main panel
-
-
-
Deign, manufacturing, supply including supervision during installation, testing and commissioning of the following extensible cubicle type indoor mounting, dead front, fully compartmentalised with hinged lockable detachable front & back openable, dust and vermin proof, floor mounting sheet steel clad switchboard fabricated out out of 2mm thick CRCA powder coated sheet steelsuitable for use at 415 volts 3 phase 4 wire 50 cycle system and to withstand in easily transportable sections, length, height, depth etc. to match with site condition. All incomer breacker shall be interlocked electrically etc. as requird as per specifications.
-
-
-
The following provisions shall be required to be made in the main LT panel as detailed below:
-
-
-
The switchboards shall have provision to accommodate all cabls from the bottom/top as required.
-
-
-
All live accessab;le parts shall be shrouded with 1mm thick polycarbonate/3mm thick FRP sheet and all equipment shall be finger touch proof. The busbar insulation shall be with heat shrinkable sleeves accoding to the colour code. SMC shrounds and busbar supports shall be used. All MCCB door handle shall be interlocked and lockable in OFF position.
-
-
-
Galvanised hardware with zinc passivation shall be used in fabrication of switchboards.
-
-
-
Suitable aluminium earth bus to be provided throughout the length of switchboards.
-
-
-
All indication lamps/illuminated push buttons shall be LED type.
-
-
-
All incomer meters of main LT panel shall be multifunction & should have all the elctrical parameters like ampere, KW,KVAR,KWH,PF, ffrequency etc.
-
-
-
2A SP MCBs shall be used as backup protections.
-
-
-
All MCCBs shall be variable plug settig type with themal magnetic up to 200 A rating and with microprocessor based releases above 200 A rating, line load reversibility lcs=100% lcu & rotary handle, if not mentioned with MCCB.
-
-
-
All control & power wiring shall be brougthout upto the cable alley in the teminal blocks.
-
-
-
All rear door of main LT panel shall be aimirah type with lockable arrangement.
-
-
-
Space heated shll be provided with thermostat with 6A MCB as backup protection in each section of main LT panel controlled with feeder 20 A DP MCB 10 KA.
-
-
-
An approval shall be taken for each panel before manufacturing.
-
-
-
Provision for providing 230V or 24V supply for dual KWHr metering when any or all DG are in operation
-
-
-
One separate compartment of minimum size 400x900 mm for power management system of D.C.U.s with control wiring as per following specification and control wiring scheme:
-
-
-
Control wiring shall be looped from each energy meter till DCU's compartment for sending DCU register change command from data connectivity.
-
-
-
provision of one 6/16 amp socket & compartment lighting for each vertical section of main panel.
-
-
-
5 nos. extra of each RY,B,G,A colour indicating LED lamp and illuminated push buttons and normal push button shall be provided with main LT panel
-
-
-
MIMIC diagram shall be for main LT panel.
-
-
-
MIMIC shall be made of polycarbonate sheet of 5mm thckness fixed on acylic sheet of 2mm thick the size of panel shall be that the diagram can be visualised from 5 to 6 eter distance. The panel shall display complete single line diagram of main LT panel this line diagram shall be be made from luminous nonfading material to glow in dark and each breaker legend shall be provided with bicolour LED lights to show the ON/OFF status of the respective feder(incomers/bus couplers)
-
-
-
All CT shall be cast resin type Class - 3 CT shall be provided up to 60 amp and above that the CT shall be class - 1,
-
-
-
Illuminated push button on starter panels of pumps.
-
-
-
Interlocking/Auto start command terminals for starter panels.
-
-
-
All breakng capacity for MCCB to be lcs=100% lcu.
-
-
-
Additional CT's if required for REF of suitable rating burden/class shall be supplied by the contractor/panel manufacturer.
-
-
-
Responsibility of installation of KWHr meter, integration with elecrical sysytem, billing system and smooth operaion of system shall lie with contractor.
-
-
-
Main LT/ DG panel
-
-
-
BUS section
-
-
-
Transformer incomer (160 KVA)
-
-
-
1 nos. 320 amps, 36KA, 440 volt 4-P electrically operated (Motorised) MCCB complete with micro processor based tripping mechnism, shunt release (24V D), earth fault release and inbuilt O/C & SC releases (Microprocessor based) Required interlocking with other incomers to be provided as per interlocking/ operation scheme indicated in SLD). The MCCB shall have suitable arrangement for termination of cable on incoming side and busbar connection at outgoing side, complete as required.
-
-
-
Digital flush type class -1.0 accuracy multifunction meter with RS-485 communication port with 3 nos. current transformers of 320/5 ratio, 15 VA class 1.0 for metering and PF correction relays.
-
-
-
6 nos NO/NC contacts for remote opening & closing.
-
-
-
Red/Green/Amber ON/OFF/TRIP indicating lamps with 2A SP MCBbackup protection.
-
-
-
1 set of three phase indicationg LED lamps along with 2A SP MCB backup protection.
-
-
-
spring charge & DC supply heathy indicating lamp with 2A SP MCB backupp protection.
-
-
-
Motor wound spring closing mechanism.
-
-
-
Suitable arrangement to receve 1 runs 1.1KV 3.5C X 240 SQ. MM AL. armoured XLPE cable.
-
-
-
T-N-C breaker control termnals & wiring as required.
-
-
-
one auto/manual selector switch
-
-
-
Combines under voltage nd over voltage relay, 3 phase with time display setting.
-
-
-
restricted earth fault relay.
-
-
-
DG Incomer (82.5 KVA)
-
-
-
1 nos. 160 amps, 25 KA, 440 volt 4-P electrically operated (Motorised) MCCB complete with micro processor based tripping mechanism, shunt release (24V DC), earth fault release and inbuilt O/C & SC release (Microprocessor based) (Required iterlocking with other incomers to be provided as per interlocking/operation scheme indicated in SLD). The MCCB shall have suitable arrangement for termination of cable on incoming side and busbar connection at outgoing side, complete as required.
-
-
-
Digital fkush type class -1.0 accuracy multifunction meter with RS-485 communication port for measurement of THD, KVARH KW, KWH, KVAR, PF, V, A, Hz, equivalent to EM6400, with 3 nos. current transformers of required ratio, 15 VA class 1.0
-
-
-
6 nos. NO/NC contact for remote opening & closing
-
-
-
Red/Green/Amber ON/OFF/TRIP indicating lamps with 2A SP MCBbackup protection.
-
-
-
1 set of three phase indicationg LED lamps along with 2A SP MCB backup protection.
-
-
-
spring charge & DC supply heathy indicating lamp with 2A SP MCB backupp protection.
-
-
-
Motor wound spring closing mechanism.
-
-
-
Suitable arrangement to receve 1 runs 1.1KV 3.5C X 240 SQ. MM AL. armoured XLPE cable.
-
-
-
T-N-C breaker control termnals & wiring as required.
-
-
-
Control MCB, Control terminals & wiring as required.
-
-
-
Combines under voltage nd over voltage relay, 3 phase with time display setting. Reverse power relay.
-
-
-
one auto/manual selector switch
-
-
-
1 set of push buttons for DG start, DG stop reset & emergency stop.
-
-
-
One 16 amp autometic battery charger with inbuilt facility of trickle/boost & consisting of:
-
-
-
DC ammeter (0-30)V.
-
-
-
DC voltmeter (0-30)amp.
-
-
-
charger ON, OFF indications.
-
-
-
1 nos. 6 window microprocessor based annuciation panel (for each DG set) for following indications & buzzer:
-
-
-
DG set alarm
-
-
-
DG set fault
-
-
-
DC supply failureO/V fault.
-
-
-
Bus coupler
-
-
-
1 nos. 320 amps, 36KA, 440 volt 4-P elctrically operated (Motorised) MCCB complete with micro processor based tripping mechnisim, shunt release (24V DC), earth fault release and inbuilt O/C & SC release (Microprocessor based) (Required interlocking with other incomers to be provided as per interlocking/ operation scheme indicated in SLD) The MCCB shall have suitable arrangement for termination of cable on incoming side and busbar connection at outgoig side, complete asrequired for bus coupler.
-
-
-
Busbar
-
-
-
Electrolytic high conductivity aluminium three phase and neutral busbars rated at 400 amps, 25KA, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. Current density of bus bar to be 1.2 s. mm/amp neutral bus bar shall be 50% of phase bus bar.
-
-
-
Incomings
-
-
-
1 nos. 250 amps 25 KA 440 volt FP MCCB with earth fault and short circuit release along with 1 no.200A on Load changeover each complete with:
-
-
-
1 nos. 250/5A class - 1.0, 15 VA burden CT's for metering
-
-
-
ON/OFF indicating lamps with MCB AS BACKUP PROTECTION.
-
-
-
Digital three phase, four wire, ,mltifunction meter with V, A, KWH, 485 communication port, class of accuracy-1as required.
-
-
-
Out comings
-
-
-
5 nos. 100 amps 25 K 440 volt FP MCCB with earth fault and short circuitrelease each complete with:
-
-
-
100/5A class - 1.0, 15 VA burden CT's for metering
-
-
-
ON/OFF indicating lamps with MCB AS BACKUP PROTECTION.
-
-
-
Digital three phase, four wire, ,mltifunction meter with V, A, KWH, 485 communication port, class of accuracy-1as required.
-
-
-
1 nos. 125 amps 25 KA 440 volt FP MCCB with earth fault and short circuit release each complete.
-
-
-
1 nos. 80 amps 16 KA 440 volt FP MCCB with earth fault and short circuit release each complete.
-
-
-
1 nos. 63 amps 25 KA 440 volt FP MCCB with earth fault and short circuit release each complete.
-
-
-
3 nos. 40 amps 10KA 440 volt FP MCB.
-
-
-
Main LT/DG panel as described above shall be complete with all interconnections, risers, internal wiring,labels, terminal blocks etc. complete as required.
1
-
-
External lighting panel
-
-
-
Incomer:
-
-
-
1 nos. 80 amps 16 KA 440 volt FP MCCB with variable E/F, O/L and S/C releases with set od cast resin C.T.'s of 80A along with 1 set of switch suitable rating of contactor for autometic operation.earth fault and short circuit release each complete.
-
-
-
Bus Bars
-
-
-
Electrolytic high conductivity aluminium three phase and neutral busbars rated at 100 amps, 16KA, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints.
-
-
-
Out going:
-
-
-
2 nos. 32A, FP MCB of 10KA breaking capacity
-
-
-
3 nos. 20A, FP MCB of 10KA breaking capacity
-
-
-
Complete panel described as above
1
-
-
Supply, installation, testing and commissioning of 100 AH capacity, 24V DC maintenance free SMF batteries in full charged condition, including painted MS stand & spill proof plastic trays etc. complete as required as per specifications. Alng with ii) & battery charger unit with provisions of "boost charging" and "Float charging" suitable for 240V, single phase, AC, 50Hz supply system & 24V DC including providing required MCB for DC supply distribution to panel complete as required.
1
-
-
Supply and fixing in position the approved "Shock treatment charts" framed in teak wood frame and covered with glass in fron as required in two languages (Hindi & English)
2
-
-
Supply and laying of non skd elctro mat 1 mtr. Wide and 3.0 mmthick 11 KV grade conforming to IS 15652 as required including cutting to required length complete as required. (for HT panel)
15
-
-
Supply of fire buckets 5 nos. 15 litre capacity duly filled with fine sand and fixed on an angle iron frame as per requirement of local authorities. The fire buckets shall be painted red from outside and white from inside, including lettered as FIRE with white colour with extra handle at bottom.
1
-
-
Supply & laying of non skid electro mat 1 mtr. Wide and 2.0 mm thick 1.1 KV grade IS15652 as required including cutting to required length complete as required.
25
-
-
Supply of standard first aid box as approved by indian red cross society/st. John ambulance brigade and conforming to IS 2217-1963.
1
-
-
Sub-Head-VII: DG sets
-
-
-
Design, supply at site, installation, testing & commissioning of 3-phase, 415 volt, 1500RPM, 50 HZ, Diesel generaor set of 82.5 KVA at 0.8 pf lagging diesel engine altemator set mounted on common base frame in outdoor type acoustic enclosure with built in fuel tank of required capacity along with additional day tank capacity of 990 litres including fuel piping, level indicator and valves as required, with AMF panel, battery, batter charger, return fuel cooler, anti vibration mounting padsincluding residential silencer, engine alternator, pcc based auto start & synchronization set, safeies with accessories and control cabling for AMF panel up to 50 mtr. length as per specifacation complete as required. Diesel engineshall conform to IS:10000 and shall be self excited complete with AVR to IS:4722.
1
-
-
Supplying and fixing of undernoted "B" class MS pipe for DG exhaust complete with bends, elbow, flanges etc. as required.
-
-
-
125 mm dia pipe
10
-
-
Supply and fixing of 50mm thick compressed mineral wool insulation (Rock wool0 for DG exhaust pipe with 22 guge aluminium sheet cladding etc. as required for the under mentioned dia pipe.
-
-
-
125 mm dia pipe
10
-
-
fabrication of supports for exhaust pipe, fuel pipe or for any other purpose out of M.S. structural steel including supplying and applying of enamel paint of approved shade after one coast of steel primer of reputed company.
1000
-
-
Sub-Head-VII: Boom barrier & tyre killer
-
-
-
Supply installation testing & commissioning of Boom Barrier of 4 mtr. Length of Boom arms. Galvanised and RAL painted with built in control [panel with intensive use. Manual open/close buttons and autometic closing IR device complete with ground loop detection board (for entrance and exit to the main building), 100% duty cycle, High intensive use DC barrie, 180-200Nm operating Torque for 2 sec.nopen/ close time, motor current draw: 12A max. Motor power: 300W. max opening: 90 degree IP54. Inter-changeable barrier )leftto right and vice versa) as required as per given technical specification.
1
-
-
Supply installation testing & commissioning of portable spike barieer tyre/killer suitable to work on manual operation. The main frame is made of 6mm thick flat aluminium strip which made it corrosion resistant, strong and light in weight for easy portable & long durability. Other details are as below a. portable tyre killer - 4 mtr.
a. Edge of spike - 10mm,
b. hight of spike - 60mm,
c. No. of spikes - 85 nos.,
d.Total weight : 7 kg. (Approx.)
e. No. of wheels in packing box - two etc.
1
-
-
Sub-Head-IX: Water cooler
-
-
-
Supply, installation, testing and commissioning of ISI mark water cooler of 150 ltr. tank and 150 ltr. cooling capacity per hour in fully stainless steel body complete as required.100 AH capacity, 24V DC maintenance free SMF batteries in full charged condition, including painted MS stand & spill proof plastic trays etc. complete as required as per specifications. Alng with ii) & ba
2
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements