Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 43,29,000Document Cost
₹ 50,000Tender Fee
Refer Documents
Summary
Widening And Upgradation Of Sangrur To Sunam
Description
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Contact
Tender Id
2021_MoRTH_656752_1Bid Award Id
ViewTender No
Bid No 27 Dt. 8-9-2021Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
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Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) (CSR 25.6)
1260
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-
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Dismantling brick Work (CSR 8.5 b)
Linning
448.5
-
-
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Credit of old recoverable Bricks (item no 1) @ 30%
71312
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-
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Credit of old recoverable Brick Bats @ 30%
134.55
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Credit of Reinforcement item no 1
1805.18
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Dismantling of bituminous courses of flexible pavements by mechanical means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications (CSR Item rate 24.3 (a)
150
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-
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3712.5
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Construction of embankment 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. including COMPACTION OF EARTH ON BERMS AS EARTH AVAILABLE FROM EXCAVATION OF ROADWAY IN SOIL AS PER MORT&H SPECIFICATION 305
2970
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Construction of Embankment with Material obtained from Borrowpits
16623.5
-
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Disposal of extra quantity obtained from roadway cutting upto lead of 5 km
742.5
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Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. Csr item no 24.4 c
2173.5
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
1417.5
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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 cariage of mixed material by tipper to site, 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
2700
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Providing & aplying primer coat with Emulsion SS 2 (Bulk) on prepared surface of granular sub base including clearing of road surface and spraying primer at the rate of 0.60 Kg./ Sqm. using mechanical means.
9000
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Providing and applying tack coat with bitumen pressure distributor on the prepared bituminous surface cleaned with mechanical broom. Over bituminous surface at 2.5 kg /10 m2 with Emulsion
10800
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-
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Providing and applying tack coat with bitumen pressure distributor on the prepared bituminous surface cleaned with mechanical broom. Over bituminous surface at 2.0 kg /10 m2 With Emulsion
14400
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-
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Providing and laying dense graded bituminous macadam 50mm thick
540
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Providing and laying bituminous concrete 30/40 mm thick
576
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
1382.85
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Providing & fixing retro reflective high intensity micro prismatic Project Sign Boards, Cautionery Boards, Informatory Boards, Deliniators,Cat Eyes etc. at site complete in all respects as per MORT&H clause 801
-
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Speed Limit Board(600mm dia) (CSR 24.45 b) @ 3834.41/each
4
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Cautionary Board (900x900x900mm) (CSR 24.44 a) @ 4384.59/- each
3
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Informatory Board (1200x900mm)
4
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Informatory Board (1200x1800mm) (CSR 24.48 d) @ 18873.29/- each
4
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Place Identification sign board 900x600mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on two mild steel angle iron post 65x65x6mm firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications (CSR Item No.24.47
8
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Cautionary sign board 600x600x600mm triangular as per IRC 67- 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground infoundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications (CSR Item 24.44 (b)
25
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Providing and fixing road stud moulding double shank Cat Eyes (on Curve & Junction only) at 5 meter intervals
1500
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Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white colour micro prismatic non-metallic retro-reflective sheeting on both sides having a minimum exposed area of 125 cm2 each side and bottom retro-reflective unit consisting of red colour micro prismatic non-metallic retro-reflective sheeting on both sides having minimum exposed area of 35 cm2 each side confirming to ASTM D4956 type XI standards. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge.
64
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Supplying and Fixing Median Marker
994
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Supplying andFixxing Glow Solar studs of size 100mm x 20 mm made of heavy body shall be mulded ASA
100
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Overhead sign board 6000x1500mm cantilever type double sided as per IRC 67-2012 complete as per CSR 24.52 b A&C 5
2
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-
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Suplply and Errection of Octagonal Street Light Pole including all accessories complete in all respect
1
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-
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Suplply and Errection of Solar Blinker including all accessories complete in all respect
2
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-
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Brick Work in 1:4 in foundation
701.46
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-
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Earth work in Embankment from borrow pit
486
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PCC 1:3:6 Complete in all respect
755.29
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-
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Precast chequred tiles of 20mm minimum thickness in ordinary grey cement without chips laid on 20mm thick bed of cement mortar 1:3 with neat cement slurry between joints and over the base for floors, treads of steps and landings CSR 14.62
1500
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-
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Plain cement concrete M-20 grade precast kerb 250mm high with bottom width 165mm and top width 115mm fixed in position on earth base including carriage to site of work complete as per technical clause 408 of MORT&H specifications csr 24.41 a
6350
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12.50 mm thick Plastering with 1:3 in foundation
2535
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P/Fixing Tube section Grill
635.83
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PCC 1:2:4 Complete in all respect
98.1
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Preparation of Plastered Surface for Painting
3506.75
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Applying Painting of two coat with synthetic enamel paint Inc. primer coat on new plastered, concrete surface.
6671.26
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Excavation of foundation for structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
972
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Preparatiopn of Bed
24618.75
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Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)
3692.81
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P/Laying 60 mm thick Interlocking Tiles
24618.75
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Construction of RCC Side Drain Size 0.60 Mx 1.00 M with Cover
-
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-
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Earth work in excavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. Depth including dressing of bottoms and sides of trenches, stacking
1872
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-
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Cement concrete 1:3:6 (M 10) with stone ballast in foundation base
288
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-
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Reinforced Cement concrete 1: 1½ :3 (M20) without cost of steel including shuttering
336
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-
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Tor steel
295.68
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-
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Reinforced Cement concrete 1: 1½ :3 (M20) without cost of steel including shuttering
189
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-
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Tor steel
166.32
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-
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Construction of Cross Drain
-
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-
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Earth work in excavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. Depth including dressing of bottoms and sides of trenches, stacking
85.92
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-
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Cement concrete 1:3:6 (M 10) with stone ballast in foundation base
12.6
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-
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Ist class BB work in cement sand mortor 1:4
27.54
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-
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Plain Cement Concrete M 15 complete as per Drawing and Technical Specifications.
2.82
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-
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Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications
46.8
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-
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Reinforced Cement concrete 1: 1½ :3 (M20) without cost of steel including shuttering
10.62
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-
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Tor steel
6.12
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-
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Construction of 5' Span STC
-
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-
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Earth work in excavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. Depth including dressing of bottoms and sides of trenches, stacking
292.67
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-
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Cement Concrete 1:3:6 with stone ballast
59.3
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-
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First class burnt brick work laid in cement sand motor 1:5 in foundation and plinth
245.57
-
-
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Reinforced cement concrete 1:1-1/2:3 (M-20) for slab excluding the cost of reinforcement but including the cost of centering shuttering & laid in position complete in all respects. Extra cost for using mechanical mixer and vibrator
23.33
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-
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Cold twisted deformed (ribbed/tor steel) Bars, for RCC works where not included in the complete rate at RCC including bending, binding, and placing in position complete
21
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-
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R Cement Concrete M 20 complete as per Drawing and Technical Specifications.
15.62
-
-
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Plastering with cement mortar (1:5) on brick work in sub-structure as per Technical Specifications
150.97
-
-
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Construction of 10' Span STC
-
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-
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Earth work in excavation in foundations, trenches, etc. in all kinds of soil where pick jumper work is not involved and not exeeding 2.0 Mtr. Depth including dressing of bottoms and sides of trenches, stacking
146.34
-
-
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Cement Concrete 1:3:6 with stone ballast
29.65
-
-
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First class burnt brick work laid in cement sand motor 1:5 in foundation and plinth
123.63
-
-
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Reinforced cement concrete 1:1-1/2:3 (M-20) for slab excluding the cost of reinforcement but including the cost of centering shuttering & laid in position complete in all respects. Extra cost for using mechanical mixer and vibrator
31.26
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-
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Cold twisted deformed (ribbed/tor steel) Bars, for RCC works where not included in the complete rate at RCC including bending, binding, and placing in position complete
37.52
-
-
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R Cement Concrete M 20 complete as per Drawing and Technical Specifications.
7.81
-
-
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Plastering with cement mortar (1:5) on brick work in sub-structure as per Technical Specifications
75.49
-
-
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Construction of Box Type Culvert 2.20 meter x 3.00 meter
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. upto 3 meter depth
1973.7
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-
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3 meter to 6 meter depth
493.43
-
-
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Providing concrete for plain/reinforced concrete M10 levelling course below pile cap complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
98.69
-
-
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Reinforced Concrete M 30 for abut/ return wall footing
379.26
-
-
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Reinforced cement concrete M 30 grade Mechanical Mixed and vibrated for various Components in Substructure including centering shutering but excluding steel, complete as per drawings and technical specification
-
-
-
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(Height upto 5 m)
491.97
-
-
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Providing and laying reinforced cement concrete M 25 in superstructure in deck slab including centering shutering but excluding steel complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
379.26
-
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
35.13
-
-
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Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
17.66
-
-
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
160
-
-
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
464.4
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-
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Construction of R.C.C M-40 Anti- Crash railing with Safety kerb including centering shuttering but excluding steel reinforcement complete as per Drawing and Technical Specifications. ( Sr no 14.1-E )
84
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-
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
464.4
-
-
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Providing and laying of expansion joint with bitumen filler Clause 1200 serial No 13.16
136
-
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Drainage Spouts complete as per drawing and Technical specification clause 1209
60
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56mm thick wearing coat consisting of 50 mm th. Bituminous concrete in 2 layers 25 mm th.each over 6 mm th. Mastic asphaltic including tack coat. As per MORT&H Specifications 500 & 2700,
612
-
-
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Construction of Box Type Culvert 2.20 meter x 3.00 meter (for Retaining wall)
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. upto 3 meter depth
18720
-
-
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3 meter to 6 meter depth
2808
-
-
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Providing concrete for plain/reinforced concrete M10 levelling course below Foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
936
-
-
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Reinforced Concrete M 30 for abut/ return wall footing using Batch Mix Plant
1794
-
-
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Reinforced cement concrete M 30 grade Mechanical Mixed and vibrated for various Components in Substructure including centering shutering but excluding steel, complete as per drawings and technical specification (Height upto 5 m)
2398.5
-
-
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Providing and laying reinforced cement concrete M 25 in superstructure in deck slab including centering shutering but excluding steel complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
1092
-
-
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
325.48
-
-
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Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
153.24
-
-
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
177.37
-
-
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
4680
-
-
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
4680
-
-
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Drainage Spouts complete as per drawing and Technical specification clause 1209
780
-
-
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GALVANIZED STEEL OCTAGONAL POLES FOR WIND VELOCITY OF 169 Km/ HOUR:
-
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Supply and erection of Galvanized Steel Octagonal Pole (Sheet thickness 3mm) designed to withstand wind speed 169km/ hour of suitable length (Raw material confiming to IS-5986 (FE-510), BSEN-10025S-355J or ASTM-572A (GR-50)) and thickness of galvanization (70mm thick) conforming to IS:2629/ IS:2633/ IS:4759, BSEN-ISO-1461-1991 OR ASTM-A123/A123M-02. The pole shall be in single piece hot dip galvanized and shall be tapered towards the top. The bottom section shall have openable slot with exterior surface door & shall have suitable locking arrangement for housing three phase 4wire cable connection, bakelite sheet, MCB, loop in and out arrangement for incoming/ outgoing cables. There shall be suitable arrangement for earthing. Rigid Base plate of suitable size and thickness shall be welded inside and outside at the bottom of pole with provision for fixing 4 foundation bolts. The octagonal pole shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity. The foundation shall be erected over cement concrete M20 with steel of given size as per design of original pole manufacturer to fixed up to a required planting depth below ground level as required:-
-
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Galvanized Octagonal Pole Overall Length 9 metre (Sheet thickness 3mm), Top dia.(A/F) 70mm and bottom dia. (A/F) 155mm, Foundation size below G/L 600mm x 600mm x 1700mm, 4Nos. Foundation Bolts size 24mm dia., Length≥750mm with Base Plate Dimensions 275mm x 275mm x 16mm Thick
42
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GALVANIZED OCTAGONAL POLE BRACKETS
-
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SINGLE/ DOUBLE ARM BRACKETS:
-
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Supply and erection of bracket for galvanized octagonal pole, the bracket should be fixed on the top of the pole having top outer dia. 70mm to 90mm (A/F) complete in all respect as approved by the Engineer-in-charge at site:-
-
-
-
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Double arm bracket 1.5 metre long for galvanized octagonal pole
42
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Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:-
-
-
-
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GI Earth rod 20 mm dia., 3 mtr. Long
42
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XLPE INSULATED UN-ARMOURED CABLES (LOOSE):
-
-
-
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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 16sq.mm (4Core) Unarmoured (Loose)
1400
-
-
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DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:
-
-
-
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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:-
-
-
-
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Double Walled Corrugated HDPE Pipe 63/ 51mm (Outer/ Inner dia.)
1300
-
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G.I. EARTHING:
-
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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).
-
-
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Earthing with 8 S.W.G. (4mm dia.) G.I. Wire in 15mm dia G.I. pipe with G.I. Reducing socket 50mm x 15mm (upto 8Metre in length)
4
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-
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SHEET METAL BUS BAR CHAMBERS (COPPER STRIPS):
-
-
-
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Supply and erection of sheet metal bus-bar chamber (factory fabricated) duly powder coated on existing surface with required 4Nos. of tin plated copper bus-bar strips of suitable length and cross-sectional area mounted on DMC/ SMC moulds at sufficient distance, enclosure made of M.S. sheet 1.6mm thick with hinged cover and lock, fitted with dust excluding gaskets and secured with sufficient no. of cadmium plated iron screws and of given overall dimensions and to be fixed with G.I. bolts and nuts/ rag bolts and nuts etc. complete with all accessories including connections with suitable size of thimbles, bonding to the existing earth and painting etc. as desired by the Engineer-in-charge at site:-
-
-
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Bus Bar Chamber 63 amp., 415volts Overall Dimensions (350mm x 450mm x 150mm) nominal
2
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MCCB's (MOULDED CASE CIRCUIT BREAKER):
-
-
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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 links 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 63/80/100amp., 415volts, ≥25kA Fixed Magnetic and Adjustable Thermal Setting
2
-
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MS SHEET ENCLOSURE FOR MCCB's:
-
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Supply & Erection of indoor type MCCB enclosure of suitable size having provision for MCCB with extended rotary handle. The Enclosure shall be made from 14/16 SWG CRCA sheet, confirming to IS 8623/1977-82. 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 Enclosure door lock should be quick openable type spring loaded. There should not be any special tool or key to open the lock. The Enclosure will be wall mounting type having provision for cable entry from bottom/top with cable glands etc. 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:-
-
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MS Sheet Enclosure having provision for MCCB 40-160Amp.with extended rotary handle (Approx. Size 500mm x 300mm x 200mm)
2
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SHEET METAL CUBICAL PEDESTAL, TOWER STRUCTURES, HT & LT LINE ITEMS, MS CHANNELS, BRASS GLANDS, ALUMINIUM & COPPER THIMBLES:
-
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CUBICAL PEDESTAL
-
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Supply and erection of Sheet metal cubical pedestal made from 50mmx50mmx6mm thick MS angle iron frame with 5 sides welded & covered with MS sheet 2mm thick & front side hinged with 4" hinges & locking system with single/ double door openable placed on MS strip of size 12.5mm x 2.5mm thick welded with MS sheet, 4Nos. legs of 50mmx50mmx6mm thick MS angle iron each of 600mm long with MS sheet 100mmx100mmx6mm thick at the bottom end of the legs. Front door welded x-sectionally with MS flat 25mmx5mm. The front side with MS sheet each 75mm wide & a bend of 75mm width outwards & inwards on all sides with tappered top 200mm high and pedestal with 4 Nos. supporting members each of MS flat 50mmx6mm thick according to cubical size duly welded & complete pedestal to be painted with 1 coat of red oxide & 2 coats of paint & bonding to the existing earth. The Pedestal platform should be filled with 1:2:4 cement concrete mixture and erected 150mm high from the top of the cement concrete platform. The job is to be completed as approved by Engineer-in-charge:-
-
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Cubical Size 1200mm high, 900mm wide and 350mm deep with platform dimensions 1000mm x 450mm x 450mm
2
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TIMER:
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S/E of Microprocessor Based Street Light Controller with digital time switch daily programmed with stand by lithium battery with back up of 6 years with min. time between 2 switching operations is 1 minute, three pole power contactors 40A. with coil voltage 220-230V AC with 1 no. aux. contact NO, MCB 2 pole 40amp. (C-Curve, 10kA) & power wiring with single core PVC insulated FR cable 10 sq. mm and control wiring with PVC insulated FR cable 1 sq. mm, 1 no. two position selector switch to bypass timer and other accessories & petty material (din rail, 4 pole bakelite terminal strip 63A/ 440V AC, required nut bolts) should be fixed on bakelite sheet 6mm thick to be mounted in a IP54 surface/ flush mounting powder coated sheet metal (1.60mm thick) cabinet having size 450mm x 600mm x 150mm to switch ‘ON’ all the 3 phases & switch ‘OFF’ 3 phases pre-fixed timings complete in all respect as per satisfaction of Engineer-in-charge:-
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Street Light Controller (For Three Single Phase Circuits) with 3 Nos. Three Pole Power Contactors 40A, 1 no. aux. contactor 6 amp. (2NO+2NC) with coil voltage 220V AC, 3 Nos. MCB 2 Pole 40amp. (C-Curve,10kA) & petty material (Din rail, 2 Nos. 4 pole bakelite terminal strip 63A/ 440V AC, required nut bolts)
2
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Supply and erection of LED Street Light 120watt (including LED driver) with pressure die cast aluminium housing with control gear (with IP 65/ IP 66 protection),THD 10%, CRI70, High power LED with mandatory modular lenses, toughened glass fitting, surge protection 10KV and efficacy of LED fixture minimum 120 lumens per watt, complete in all respects as approved and desired by the Engineer in-charge at site. LED Fittings as per specifications approved by Hon'ble Technical Advisor to CM Punjab vide Letter ION No:- AT/2021/GL/1410-1422 Dated:- 06.05.2021. Make:- Bajaj EDGE NXT LED ENXT P 144L WH HW TG SD/ Crompton NEXUS STAR NEO LSTP-120-CDL-HPM/ Havells ENDURAPEARLPLUSSL120WLED757PASYTOPC/ Wipro Skyline LR02-132
84
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PVC INSULATED PVC SHEATHED FR ROUND FLEXIBLE COPPER CONDUCTOR CABLE:
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Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) 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 (48/0.20mm), 3Core
1000
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MINIATURE CIRCUIT BREAKERS/ RCBO's/ RCCB's:
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MINIATURE CIRCUIT BREAKERS/ RCBO's/ RCCB's:
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Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-
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MCB Single Pole 6-32amp. (10kA, Curve-C)
42
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Evaluation Notes How It Works ?
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