Karnataka Neeravari Nigam Limited Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
₹ 530
Description
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Contact
Tender Id
KNNL/2024-25/OW/WORK_INDENT1894Tender No
KNNL/2024-25/OW/WORK_INDENT1894Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
004 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 2023-24, Vol-1, I.No.2.4.2, P.No.16)
36.82
6639
244453.503
... More
005 - Addendum-1 Percentage additionalities for Formwork, Centering and Scaffolding for Cement, Concrete Drain Walls add 35 percent
36.82
2323
85558.634
... More
006 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(CSR 2023-24, Vol-1, I.No.1.8, P.No.7)
72.9
497
36282.33
... More
007 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (CSR 2022-23 Vol-I I.N o. 2.1.1.h Page No.14 )
1.57
82961
130249.6335
... More
008 - Providing and fixing 200 x 200 x 750 mm roughly dressed boundary / demarcation / chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling with all other ancillary operations complete(CSR 2023-24 Vol-IV Item No.8.7, Pg.No.102)
32
283
9072
... More
009 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.(CSR 2023-24 Vol-3 Item No.3.7, Pg.No.17)
82.5
110
9095.625
... More
010 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (CSR 2023-24 Vol-3 I.No.3.6, Pg.No.17)
188
517
97318.2
... More
011 - By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401.For Grading -V Material (CSR 2023-24 Vol-3 I.No.4.2, Pg.No.23)
72.25
2476
178959.6375
... More
012 - Wet Mix Macadam (Plant mix method)
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 carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density(CSR 2023-24 Vol-3 I.No.4.17, Pg.No.26)
28.13
2686
75583.9035
... More
013 - Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (CSR 2023-24 Vol-3 Item No.5.1, Pg.No.31)
375
43
16143.75
... More
014 - Tack coat on Bituminous surface
Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (CSR 2023-24 Vol-3 I.No.5.32, Pg.No.43)
375
12
4725
... More
015 - Bituminous Macadam Grading - II for traffic less than20 MSA A Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
18.75
8121
152282.8125
... More
016 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (CSR 2023-24 Vol-3 I.No.5.31, Pg.No.43)
9.38
10659
99987.048
... More
017 - Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete..(CSR 2023-24 Vol-V I.No. 12.4 Page No.140 )
1
5552
5552.4
... More
018 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour Borewell depth of 0 to 50 Mtrs (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (CSR 2023-24 Vol-V I.No. 12.1.1 Page No.139 )
50
388
19425
... More
019 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour Borewell depth of 50 to 100 Mtrs (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (CSR 2023-24 Vol-V I.No. 12.1.2 Page No.139 )
50
487
24360
... More
020 - Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour Borewell depth of 100 to 150 Mtrs (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) (BWSSB 2023-24 Vol-V I.No. 12.1.3 Page No.139 )
35
517
18117.75
... More
021 - Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty(CSR 2023-24 Vol-V I.No. 12.32 Page No.143 )
6
2029
12177.9
... More
022 - Providing and installing at site of work 160mm(weight of pipe -2.753 kg) P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (CSR 2023-24 Vol-V I.No. 10.14.6 Page No.120 )
129
513
66235.05
... More
023 - Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments (CSR 2023-24 Vol-V I.No. 12.33 Page No.143 )
1
157
157.5
... More
024 - Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer incharge (CSR 2023-24 Vol-V I.No. 12.34 Page No.143 )
1
172
172.2
... More
025 - Providing 7.50 HP - 120 LPM @ 132 m = 14 STG Outlet Dia - 2.00"Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000; 3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete.(CSR 2023-24 Vol-V I.No. 13.15.6 Page No.152 )
1
40864
40864.95
... More
026 - Supply and delivery at site Brand new best make 1x3x10 Sqm. PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. (CSR 2023-24 Vol-V I.No. 13.22.5 Page No.154)
155
294
45570
... More
027 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 (CSR 2023-24 Vol-V I.No. 9.4.1 Page No.97)
150
297
44572.5
... More
028 - Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets. m 40 (CSR 2023-24 Vol-V I.No. 13.31 Page No.155)
150
42
6300
... More
029 - Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. (CSR 2023-24 Vol-V I.No. 11.3.6 Page No.128)
6
712
4277.7
... More
030 - Supply and delivery at site wrought middle steel (galvanized) For 50 mm dia GI Union GI union confirming to IS 1239-II, 1991 with latest amendments if any. (CSR 2023-24 Vol-V I.No. 11.12.6 Page No.131)
2
280
560.7
... More
031 - Supply and delivery at site wrought middle steel (galvanized) For 50 mm dia GI BEND confirming to IS 1239-II, 1991 with latest amendments if any. (CSR 2023-24 Vol-V I.No. 11.8.6 Page No.130)
2
375
751.8
... More
032 - Supply and delivery at site special moulded variety 50 mm dia PVC REDUCER as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments (CSR 2023-24 Vol-V I.No. 10.13.4 Page No.119)
2
61
123.9
... More
033 - Supply and delivery at site of brand new best make 50 mm non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments(CSR 2023-24 Vol-V I.No. 13.25.1 Page No.154)
1
1312
1312.5
... More
034 - Supply and delivery at site of brand new best make 63 mm pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments. (CSR 2023-24 Vol-V I.No. 13.23.1 Page No.154)
1
436
436.8
... More
035 - Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets.(CSR 2023-24 Vol-V I.N o. 13.25 Page No.155)
1
577
577.5
... More
036 - Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. (CSR 2023-24 Vol-V I.N o. 13.26 Page No.155)
1
1207
1207.5
... More
037 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no for outdoor complete.(CSR 2023-24 Vol-V I.No. 13.24.3 Page No.155)
1
18375
18375
... More
038 - Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. (CSR 2023-24 Vol-V I.No. 13.34 Page No.156)
1
1522
1522.5
... More
039 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work..(CSR 2023-24 Vol-V I.N o. 13.32 Page No.156)
1
6825
6825
... More
040 - Labour charges for providing connection using 3x 1/2 x 16 sqmm insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work..(CSR 2023-24 Vol-V I.No. 13.35.5 Page No.156)
150
283
42525
... More
041 - Providing main connection from pole PVC insulated sheathed steel wire cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.(BWSSB 2023-24 Vol-V I.N o. 13.37 Page No.156)
150
89
13387.5
... More
042 - Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. (BWSSB 2023-24 Vol-V I.N o. 13.39 Page No.157)
1
3937
3937.5
... More
043 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundationIn all kinds of soils upto 300 mm depth & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.(PWD CSR 2023-24 Vol-I I.No. 1.12 Page No.08)
3.84
99
383.04
... More
044 - Providing and laying in position Cement Concrete Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.(PWD CSR 2023-24 Vol-I I.No. 2.1.3 Page No.15)
0.77
6288
4842.1065
... More
045 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD CSR 2023-24 Vol-II I.No. 5.1.1 Page No.9)
6.14
5891
36174.117
... More
046 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (PWD CSR 2023-24 Vol-I I.No. 2.1.6 Page No.15)
0.51
6555
3343.1265
... More
047 - RCC hume pipe Circular pump house: Providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete. (CSR 2023-24 Vol-V I.No. 10.6 Page No.116)
2
17221
34442.1
... More
048 - Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work (BWSSB 2023-24 Vol-V I.No. 10.7 Page No.116)
2
1976
3952.2
... More
049 - RCC Pole - 9 Mtr Long, 145 Kg WL(Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785(PWD-E SR 2023-24 Vol-6 P-2 I.No.1.01, Pg.No.3)
5
7429
37149
... More
050 - RCC Pole - 8 Mtr Long, 115 Kg WL (Dwg No. BESCOM/GM/QS&S/05 Dtd 24.11.2018) as per IS-785(PWD-E SR 2023-24 Vol-6 P-2 I.No.1.03, Pg.No.3)
2
5385
10770.9
... More
051 - LT 4 Pin Cross Arm - GI(PWD-E SR 2023-24 Vol-6 P-2 I.No.2.06, Pg.No.4)
7
397
2785.65
... More
052 - LT 2 Pin Cross Arms - GI(PWD-E SR 2023-24 Vol-6 P-2 I.No.2.08, Pg.No.4)
5
181
908.25
... More
053 - Spiral Earth Electrode(PWD-E SR 2023-24 Vol-6 P-2 I.No.2.16, Pg.No.4)
7
250
1756.65
... More
054 - PSCC Pole (300 Kg WL) Clamp - GI (PWD-E SR 2023-24 Vol-6 P-2 I.No.5.08, Pg.No.4)
12
120
1449
... More
055 - GI Barbed wire (12 Mtr/Kg) (PWD-E SR 2023-24 Vol-6 P-2 I.No.4.02, Pg.No.4)
7
93
654.15
... More
056 - Guy Clamp - GI(PWD-E SR 2023-24 Vol-6 P-2 I.No.5.10, Pg.No.5)
8
120
966
... More
057 - Turn Buckle (GI)(Dwg No. BESCOM/GM/QS&S/07 Dtd 24.11.2018)(PWD-E SR 2023-24 Vol-6 P-2 I.No.5.11, Pg.No.5)
4
253
1012.2
... More
058 - Anchor Rod using 12 mm rounds/Guy Rod - GI(PWD-E SR 2023-24 Vol-6 P-2 I.No.5.13, Pg.No.5)
4
345
1381.8
... More
059 - MS Fish Plate(PWD-E SR 2023-24 Vol-6 P-2 I.No.5.14, Pg.No.5)
8
81
655.2
... More
060 - 1.1 kV Polymeric Pin Insulator(PWD-E SR 2023-24 Vol-6 P-2 I.No.6.05, Pg.No.5)
20
91
1827
... More
061 - No. 8 Strain Insulator(PWD-E SR 2023-24 Vol-6 P-2 I.No.6.07, Pg.No.5)
36
28
1020.6
... More
062 - Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM(PWD-E SR 2023-24 Vol-6 P-2 I.No.7.02, Pg.No.5)
1.18
48545
57283.926
... More
063 - 7/10 SWG Guy Wire(7/3.251 mm Dia), Std Wt: 680 Kg/KM(PWD-E SR 2023-24 Vol-6 P-2 I.No.8.01, Pg.No.5)
0.04
81087
3243.492
... More
064 - PG Clamp Rabbit to Rabbit (PWD-E SR 2023-24 Vol-6 P-2 I.No.8.01, Pg.No.5)
20
107
2142
... More
065 - 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm)(PWD-E SR 2023-24 Vol-6 P-2 I.No.8.01, Pg.No.5)
0.05
391875
19593.7875
... More
066 - Laying of 35 to 95 Sqmm cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff(PWD-E SR 2023-24 Vol-6 P-2 I.No.8.01, Pg.No.5)
0.05
32695
1634.7975
... More
067 - Earth work excavation In Hard Soil for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed.(PWD-E SR 2023-24 Vol-6 P-2 I.No.8.01, Pg.No.63)
18.75
408
7658.4375
... More
068 - Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr(PWD-E SR 2023-24 Vol-6 P-2 I.No.29.07, Pg.No.63)
18.75
60
1141.875
... More
069 - Digging of Pit 1.8 Mtr depth Hard latterite Soil for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.(PWD-E SR 2023-24 Vol-6 P-2 I.No.1.1.3, Pg.No.43)
5
1794
8972.25
... More
070 - Digging of Pit 1.6 Mtr depth Hard latterite Soilb for erection of 7.5/8 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.(PWD-E SR 2023-24 Vol-6 P-2 I.No.1.1.3, Pg.No.43)
2
1644
3288.6
... More
071 - Digging of Pit for GUY SET in Hard latterite Soil (PWD-E SR 2023-24 Vol-6 P-2 I.No.1.7.3, Pg.No.44)
4
896
3586.8
... More
072 - Erection of RCC/PSCC Pole of 7.5 to 8 Mtr long in a pit of 1.5 Mtr depth (PWD-E SR 2023-24 Vol-6 P-2 I.No.2.01, Pg.No.44)
2
968
1936.2
... More
073 - Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth (PWD-E SR 2023-24 Vol-6 P-2 I.No.2.01, Pg.No.44)
5
1168
5843.25
... More
074 - Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) (PWD-E SR 2023-24 Vol-6 P-2 I.No.5.10, Pg.No.45)
4
279
1117.2
... More
075 - Stringing of conductor Squirrel, Weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Rabbit ACSR (PWD-E SR 2023-24 Vol-6 P-2 I.No.5.10, Pg.No.45)
1.18
4579
5403.279
... More
076 - Supply of 90 W LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT more than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire more than IK08. Power Factor more than0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiencymore than1301m/w, nominal CRI more than75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. (PWD-E SR 2023-24 Vol-6 P-2 I.No.11.8.4, Pg.No.45)
5
9303
46515
... More
077 - Supplying and Fixing of 32.mm dia class A GI pipe bracket upto 2 ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole / wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.(PWD-E SR 2023-24 Vol-6 P-2 I.No.13.1.2, Pg.No.56)
5
1097
5486.25
... More
078 - Making and Fixing pot head for HT Cable only Heat shrinkable Type Terminations 3x95 to 3x150 Sqmm (PWD-E SR 2023-24 Vol-6 P-2 I.No.13.1.2, Pg.No.56)
2
2790
5581.8
... More
079 - PVC Pipe - 75 mm Dia (PWD-E SR 2023-24 Vol-6 P-2 I.No.48.07, Pg.No.37)
20
142
2856
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