Punjab Pollution Control Board Tender
... More
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Punjab Pollution Control Board - PPCB Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date1 Apr 2025
Closing Date30 Apr 2025
Tender Amount₹ 99,74,878
Costs
EMD
₹ 1,99,500Document Cost
₹ 5,000Tender Fee
₹ 5,900
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
2025_DSTE_137909_1Tender No
11902Tender Authority
Punjab Pollution Control Board ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Shuttering for faces of concrete foundations & foundation beam & plinth beam (vertical or battering)
6.2
221
1371.66
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Centering & shuttering for columns (Square or rectangular or poly gonal in plain)
3.25
502
1633.19
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Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
1.29
400
516.43
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Where-ever smooth exposed concrete finish is desired and plaster is not to be done 10 percent extra on the labour rates shall be payable. The through rates shall be increased correspondingly.
7.69
50
386.42
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Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
0.58
6507
3774.53
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Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 & vibrated by needle vibrator but excluding steel reinforcement centring & shuttering in superstructure.
0.42
7297
3065.13
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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008), for R.C.C works, where not including in the complete rate of RCC including bending & binding placing in position complete
0.71
7876
5592.61
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Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect
.
584.62
506
296244.49
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Designing, fabricating, testing, installing and fixing in position Curtain Wall with aluminum Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:
(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.
(b) Providing, fabricating and supplying and fixing panels of aluminum composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminum composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two aluminum sheets (each 0.5mm thick). The aluminum composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.
(c) The fastening brackets of aluminum alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall withaluminum composite panel cladding, cleaning and protection of the curtain wall with aluminum composite panel cladding till the anding over of the building for occupation. The Contractor shall provide curtain wall with aluminum composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-inCharge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
235.3
3277
771181.63
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Excavation for pipe lines in trenches and pits including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation and watering of refill in 15cm layers and restoration of unmettaled or unpaved surface to its original condition including the cost of necessary shoring, timbering, dewatering of rain water, diversion for
traffic, night signals, providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus spoll out side/inside the town involving lead upto one kilometer
90.33
178
16085.06
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Cement concrete 1:4:8 With stone aggregate 40 mm gauge mixing by mechanical means using concrete mixer volumetric type
3.76
4464
16787.87
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Shuttering for faces of concrete foundations & foundation beam & plinth beam (vertical or battering)
7.39
221
1634.93
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Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or battering including attached pilasters buttresses etc.
98.47
426
42013.95
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
13.94
560
7812.81
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Reinforced cement concrete M-30 mech-anically batch mixed using batch type concrete mixer as per IS:1791 & vibrated by needle vibrator but excluding steel reinforcement centring & shuttering in superstructure.
18.26
6507
118832.61
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Cold twisted detormed (Ribbed/ToR Steel Bar) Bars (Fe 500 grade as per IS 1786 - 1985), for R.C.C works, where not including in the complete rate of RCC including bending & biding placing in position complete.
14.61
7876
115065.9
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Waterproofing of wet areas ( Concrete/ Masonary Surface ) and any water retaining structures such as swimming pools, water tanks, Bathrooms, toilets, balconies, planters etc with high performance polymer modified cementitionous coating ( DR. FIXIT FASTFLEX / Equivalent ) to provide tough film build-up and highly elastic film formation, which accommodates thermal movements so as to provide seamless coating without any joints to prevents water leakage. The scope of work also includes surface prepration and cleaning, washing & removing dust,dirt and loose particles from concrete / masonary surface complete in all respects.
96.34
531
51204.71
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Conglomerate floor 50 mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material
26.85
394
10592.59
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Providing, fixing & jointing Cast Iron surface box Cover for UGWT including all carriages complete.
156
71
11228.88
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Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design
18
220
3963.24
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Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). RCC Man hole cover with Frame 560mm i/d RCC man hole cover with
frame as per ISI
Heavy duty
2
2045
4091.8
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Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitered cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
110.31
9311
1027175.96
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Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitered cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension on higher side shall be accepted but no extra payment on this account shall be made.
Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.
142.53
9165
1306369.92
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Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item)
Float glass panes of 5 mm thickness
Cost includes Rs. 10.00/Sqm extra for frosting as per explanatory notes of CH-17
252.84
1100
278353.45
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Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Prelaminated particle board with decorative lamination on Both side.
110.31
1209
133408.7
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Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge
37.08
4313
159927.15
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Preparation of plastered or concrete surface for painting (including sand papering the surface) using Acryllic Wall Putty by applying two or more coats to get required finish including priming coat to make an even surface before applying Acrylic wall putty on new plastered surface.Complete as per specifications
3267.6
125
409659.39
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Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm
1667.04
145
242354.28
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Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats)
2500.56
93
234452.51
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Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to the designated dumping place as per the directions of Engineer in charge complete in all respects.
152.82
33
5151.56
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Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications.
201.66
6
1274.49
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Granular Sub-Base (Table 400-1):- Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications .
30.25
1972
59671.45
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications
30.25
2271
68698.96
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Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge.
201.66
872
175960.45
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Supply and erection of PVC insulated FR single core nsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of
suitable size complete in all respect as desired by the Engineer-in-charge:-
-
-
-
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Overall size 1.5sq.mm (Un-sheathed)
500
24
12325
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Overall size 2.5sq.mm (Un-sheathed)
400
36
14792
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Overall size 4sq.mm (Un-sheathed)
900
53
48069
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Overall size 10 sq.mm (Un-sheathed)
300
120
36156
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XLPE INSULATED UN-ARMOURED CABLES (LOOSE):
Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed Un-armoured and served cable 1100
volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-
-
-
-
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Overall size 95 sq.mm (31/2Core) Unarmoured
(Loose)
150
453
67950.75
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Overall size 10sq.mm (4Core) Unarmoured
(Loose)
150
105
15802.5
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PVC, HDPE PIPES & PVC FLEXIBLE PIPES:
Supply & erection of PVC Conduit Pipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel
hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-
-
-
-
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Heavy Gauge PVC Conduit Pipe 32mm dia.(On Surface)
80
87
6961.6
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Heavy Gauge PVC Conduit Pipe 40mm dia.(On Surface)
180
110
19911.15
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G.I. EARTHING:
Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I.
earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) with G.I. reducing socket
including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 8 metre in length (including boring & refilling).
Earthing with 7/12 S.W.G. (7/2.80mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto
8Metre in length)
12
3770
45242.52
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G.I. EARTHING WIRE/ ROPE (AS ADDITIONAL LENGTH):
Fixing additional length of earthing with G.I. wire/ rope in G.I. pipe (On Surface) with sockets, elbows and MS saddle
clamps including painting etc.
c) Additional length G.I. rope 7/12 S.W.G. (7/2.80mm dia.) in 20mm dia. G.I. pipe (On Surface)
60
253
15220.8
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COPPER EARTHING (Upto 8 metre in Length):
Earthing with electrolytic Copper Tape rivetted (with 5Nos. copper rivets)/Steel Nut & bolts (with 4Nos. 32mm long, 8mm
thick with washer and double nut) to 30cm x 120cm x 2mm thick copper plate (made cylindrical) burried 4.50 metre (14.76 feet) below ground level in the hole of excavation having bore dia. 125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the Copper Tape recessed in wall and in floor etc., up to 8metre in Length (including bore Length). G.I. pipe 20mm dia. (A-class), 3metre long should be laid in the hole of excavation 1 feet below ground level and having GI Reducer
50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:-
Earthing with 20mm x 3mm Copper Tape (upto 8Metre in Length)
4
13729
54919.36
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COPPER EARTHING STRIP (As Additional Length):
Fixing additional Length of earthing with Copper Tape (On Surface/Flushed) with petty material as required etc.:-
a) Additional Length 20mm x 3mm thick Copper Tape
60
517
31061.4
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SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/ RCBO's/ RCCB's:
Supply and erection of sheet metal Double Door Distribution Boards IP 43- IK09 metal door (dust protected) as per
IS 8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars,
earth bars, cement spill protector, colorcoded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no.of ways for mounting miniature circuit
breakers/ RCBO's/ RCCB's in the distribution board (For SP&N
distribution board with provision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N
horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General specifications including connections
with suitable size of thimbles and bonding to existing earth etc:- SP&N Double Door Distribution Board 4 way each
30
1101
33038.4
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LT PANELS & MCCB's (MOULDED CASE CIRCUIT BREAKERS):'
Designing, Supply, Erection, Testing & commissioning of indoor Type LT cubical panel enclosure (dust, vermin and interchangeable modules with facilites for extensions or reduction as per the space or requirments). The Panel shall
be suitable for operation at 415+6% Volts, 50HZ, 3 phase 4 wire & earth system. The assembly manufacturer should be ISO approved and CPRI tested for short circuit of (minimum 50kA) as well as IP degree of protection (IP 54/55). Fabrication:- Panel shall be made from 14/16 SWG CRCA sheet, conforming to IS 8623/1977-82. The sheet metal used for the fabrication of control panel will be 2mm for load bearing member’s door and fittings plates etc. the partitions and other non load bearing members will be fabricated out of 1.6mm sheet, the sheet will be of mild steel CRCA type. The base channel will be made out of 75 x 40 x 5mm rolled channel.
The door should be double folded without edge and the gasket should be ‘S’ type puffed neutral rubber gasket for long life. The hinges of the door should be bolted type with double hole
arrangement. The panel door lock should be quick openable type spring loaded. There should not be any special tool or key to open the lock. Minimum depth 400mm / wide 300 mm for busbar/ Cable ally at the front of the panel. The panel will be free standing floor mounting type having provision for cable entry from bottom/top with cable glands etc.
-
-
-
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The fabrication should be such that all the member i.e. vertical/horizontal should be detachable type i.e. total bolted. In case of any changes required at site. it should be possible then and their self without any cutting or welding. The fabrication of
the panel in 3B construction fully compartmentalized type i.e. bus bar chamber as well as the cable chamber should be totally
isolated from the feeder chamber. Where there crossing of the wire or bus links. It should have proper rubber gourmets or non-hygroscopic material. No live part should be in visible
condition.
-
-
-
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Painting:- The sheet metal is sprayed with corrosion resistant etch Primer. The finishing treatment shall be applicable with air drying paint (7/9 tank Powder coated process should present in company pemises) after necessary putty work .
Busbars:-The panel shall be provided with TPN aluminium busbar of suitable size according to the size of MCCB's. Busbar
shall be of high conductivity (53% to 58%) E91-E Grade aluminium (1A/Sq.mm). All Busbar will be air insulated with codified in Red, Yellow, Blue & Black as per standard
for cable termination with the help of extended busbar only with proper adjustable cable supports. The main busbar would be
supported upon non-hygroscopic SMC/DMC
supports.
-
-
-
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Metering:-The panel shall be completed with digital metering unit (with selector switches, voltmeter & ammeter) epoxy insulator,
gasket, PVC sleeves, CT's & L.E.D. type indicator etc.
Manufacturer of Panel should be CPRI Approved (Approval not older then 5 years) & ISO certified (Manufacturer workshop as
per ISO 9001: 2015 standard) The Concerned contractor shall be approved the detailed drawing of panel with complete specification from the Engineer in charge at site. Detail of capacities of MCCB's to be installed in the cubical panel Enclosure (Excluding the cost of MCCB's) as per following:-
-
-
-
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LT Panel enclosure having space for 1No. Incomer MCCB 250Amp. and 8Nos. outgoing MCCB's 40amp. to 100amp.
according to the requirement at site (Approx. size 1575 x 1700 x 400mm)
1
110807
110807.29
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MCCB's (FOR PANELS & SHEET ENCLOSURE):
Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubical type) in the existing Cubical Panel (confirm to IEC:60947-2) having Ics=100% Icu, 100% neutral with
spreader terminal links, Extended rotary handle and relevant PWD general specifications complete with G.I. Bolts,Nuts & Connection on both sides of MCCB with suitable size of thimbles etc:-
-
-
-
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MCCB Four Pole 125amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting.
8
7744
61957.6
... More
MCCB Four Pole 250amp., 415volts, ≥25kA fixed Magnetic and Adjustable Thermal Setting.
1
26024
26024.61
... More
DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:
Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1mtr. below ground level including
excavation placing the pipe in position and back filling with excavated soil etc.of the required size:-
Double Walled Corrugated HDPE Pipe 90/76mm (Outer/ Inner dia.)
90
199
17919.9
... More
S/T/E/C of 2x2 recessed mounted LED panel complete in all respexct to the entire satisfaction of Engineer in charge.
30
4900
147000
... More
S/T/E/C of Ceiling fans 1200mm ( 48") complete in all respexct to the entire satisfaction of Engineer in charge.
30
3030
90900
... More
S/T/E/C of 12 watt recessed mounted LED fitting complete in all respexct to the entire satisfaction of Engineer in charge.
80
1100
88000
... More
S/T/E/C of wall fan size of 300mm (12") complete in all respexct to the entire satisfaction of Engineer in charge.
12
2300
27600
... More
S/T/E/C of air exhaust fan of size 250mm ( 10") complete in all respexct to the entire satisfaction of Engineer in charge.
4
1800
7200
... More
S/T/E/C of air exhaust fan of size 380mm ( 15") complete in all respexct to the entire satisfaction of Engineer in charge.
8
3420
27360
... More
S/T/E/C of LED post top Light of 25 watt complete in all respexct to the entire satisfaction of Engineer in charge.
20
6460
129200
... More
Supply & errection of MS pole for installartion of LED Post Top Light to be installed on top of boundary wall, pole made out of 1 mtr. Long 50mm. Dia. Pipe ( 2mm thick) mS pipe to be welded on 5mm thick mS sheet of size 4"x4"having 4 nos. of holes for nuts & boltsnto fix this pole on surface of wall having 19" dia. hole for passing the connection wire and proper threading with 2 nos. holes at the top enable to fix the light fixture on the top of pole duly painted 2 coats with one coat of red oxide including the cost of all petty items required complete in all respects to the entire satisfaction of Engineer in charge.
20
690
13800
... More
Supply and Fixing Aluminium Composite Panel Sheet of 4 mm thick total thickness with top and bottom aluminium coil of 0.5 mm of AA3105 Alloy Grade of which top coil should be coated with approved shade as per architehrctural drawing and should carry LED free paint as per kynar 500 PVDF compliance with AAMA 2605 and bottom coil with service coat. The Aluminium coil should be sandwitched between 3 mm mineral core with 70 % mineral inorganic content and 30% LDPE and NFPA 285/E84 compliance and should carry duration of 2 hr with ASTM E119 Compliance. Approved Makes-Viva/ Alubond/ Alpolic
446.14
4000
1784560
... More
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 strengthened 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. Approved Makes -SAINT GOVIN / ASAI
230.09
2625
603986.25
... More
Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in- Charge.
5.2
2939
15282.8
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Providing and fixing aluminum tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc Powder coated minimum thickness 50 micron aluminum tubular handle bar .complete as per direction of Engineer-in- Charge.
2
558
1116
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Providing and supplying aluminum extruded tubular and other aluminum sections as per the architectural drawings and approved shopdraw ings , the aluminum 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 aluminum frame work. Nothing extra shall be paid on this account). The weight of aluminum extruded section shall be taken for purpose of payment. Approved Makes-Jindal/ Hindalco
235.3
355
83531.5
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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:
235.3
2093
492482.9
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(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, aluminum 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
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(b) Fabricating and supplying serrated M.S. hot dip galvanised / aluminum alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional 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.
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(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.
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(d) Providing and fixing in position flashings of solid aluminum 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.
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(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 aluminum 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
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Note:- 1. The cost of providing extruded aluminum frames, shadow boxes, extruded aluminum 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.
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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 & echnologies, 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 NABL accredited lab or by any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/ IEC 17025.
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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 design 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 AMA 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
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Providing & fixing of knobset made of stainless steel body, having provision of latch and bolt, 3 nos key set, inside push lock model ETL-101A, Finish SS/PB/AB make-ENOX or any equivalent (Lock should be releasable from out side in case of emergency) as per requirement for unisex toilet for PwD complete as per specifications, Harmonised guidelines for PwD and as desired by engineer-in charge.
2
1087
2174
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Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat
238.3
655
156086.5
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Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
10.42
9490
98866.82
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