Karnataka Road Development Corporation 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.
Karnataka Road Development Corporation Limited - KRDCL Tender
Civil And Construction
Civil Works Roads
Road Construction
Opening Date27 Aug 2021
Closing Date13 Sep 2021
Tender Amount₹ 27,28,60,758
Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KRDCL/2021-22/RD/WORK_INDENT371Bid Award Id
ViewTender No
KRDCL/2021-22/RD/WORK_INDENT371Tender Authority
Karnataka Road Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.krdcl.in/en/home
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Documents
BOQ Items
Cutting of trees including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material and earth filling in the depression/pit including all lead and lifts labour, hire charges of all machineries etc., complete as per MoSRT&H and as directed by Eng-In-Charge. -For Girth above 900 mm to 1800 mm
4
-
9420.6
Cutting of trees including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material and earth filling in the depression/pit including all lead and lifts labour, complete. -For Girth above 1800 mm
1
-
3663.45
Scarifying the existing bituminous road surface to a depth of 50 mm to 75mm thick along with premix carpet / surface and disposal of scarified material including all lead and lifts ,labour, hire charges of all machineries etc., complete as per MoSRT&H Technical Specification Clause 305.4.3 and as directed by Eng-In-Charge.
5625
-
531562.5
KSRRB M300-18. Earth work Excavation for road way in marshy soil by mechanical means including loading to tippers and disposing with a lead of 1.00 km including the cost of equipments, machineries, labour etc.complete as per specifications.
21945
-
1082985.75
KSRRB M300-53. Construction of embankment with approved material Gravei/Murrum with all lifts and leads, ransporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 omplete as per specifications, including cost of gravel I murrum, watering charges &compaction by vibratory roller to 95% of modified proctors density.MORTH Specification No. 305
8250
-
3586275
KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravei/Murrum with all lifts & leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications, including cost of earth,watering charges & compaction by vibratory roller to 97% of modifiedproctors density)MORTH Specification No. 305
12330
-
5683513.5
Construction of granular sub-base Grading-Vas Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing in a mechanical mix plant at OMC,Carriage of mixed material to work site, spreading in uniform layers withmotor grader on prepared surface and compacting with vibratory powerroller to achieve the 98 % proctor density, complete as per specifications.Clause 401 of MORTH V Revision.
3300
-
6936930
KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granitemetal coarse aggregate at 0.86cum and fine aggregates @0.58cum over a prepared sub-base, coarse and fine aggregate conforming to IS: 383-2016,aggregate cement ratio not to exceed 15:1, Aggregate gradation after blending to be as per Table 600-1 ,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a hatching plant, transported to site,laid with a paver, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications.Clause 601of MORTH V Revision and IS 456 Table-5with OPC at 150 kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor.
2475
-
11029095
KSRRB M600-2. Providing and Constructing un-reinforced, dowel jointed, plain cement Pavement Quality oncrete for pavements using Grade concrete M40 having Flexural strength not less than 4.50 Mpa over aprepared base with OPC, coarse aggregate at 0.64 cum, fine aggregates at 0.36 cum, Coarse and fine ggregate conforming to 18:383- 2016 and Table 600-3 of MORTH V Revision, with Superplastizerat 31ts conforming to IS 9103-2008. loading materials to batch mix plant by front end loader, mixed in a cement concrete batch mix plant as per approved mix design,transported to site in transit truck agitator 5 cum capacity, laid with Paver,compacted and finished in a continuous operation as per IRC-15 including cost for providing of contraction,expansion,construction and longitudinal joints, joint filler,separation membrane of impermiable plastic sheet of 125 micron, groove cutting,sealant primer joint sealent, debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour, hire charges of machineries, all lead & lift charges etc., complete as per specifications.Clause 601 of MORTH V Revision and IS 456 Table-5-do- with OPC at 420 kg/cum and coarse aggregate 0.64cum, fine aggregate 0.36cum using Concrete Batch mix Plant at 75 cumlhr capacitywith fixed form paver.
4620
-
29847232.8
KSRRB 500-7. Providing and applying tack coat using 80/100 grade bitumen(VG1 0) on the prepared black topped surfaces at 2.5 kg per 10sqm, heating bitumen in boiler fitted with spray set {excluding cleaning of road surface) including cost of all materials, labour, HOM complete as per specifications.Clause 503 of MORTH V revision
3325
-
44954
KSRRB M500-17. Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 505 of MORTH V revisionusing 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen
166.25
-
1261554.88
KSRRB M500-19. Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision using 120 TPH capacity Asphalt batch mix plant with sensor paverGr-II (30 mm to 40 mm) with 5.4% VG-30 Bitumen
133
-
1182626.69
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per lRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing. 900 MM Octagon Stop Board - TYPE XI
3
-
13614.3
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per lRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing 600 MM Circle- TYPE XI
6
-
23820.3
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per lRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing 900 MM Equilateral triangle- TYPE XI
5
-
23567.25
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per lRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 em x 45 em x 60 em, 60 em below ground level as per approved drawing 600 X 8OO mm - TYPE XI
3
-
16269.75
Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. (1200 X 900)
2.7
-
27644.08
Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 em, 60 em below ground level as per approved drawing. (900 X 450)
1.42
-
14538.74
KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and lengthshall not exceed 50 mm, 100 mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shallbe 35 degree. The strength of detachment of the integrated cylindricalshanks, (of diameter not less than 19 mm and height not less than 30 mm)from the body is to be a minimum value of 500 Kg. Fixing will be by drillingholes on the road for the shanks to go inside, without nails and usin gepoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.
2846
-
863618.7
KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250gms per sqm area, thickness of 2.5 mm is exclusive of surface appliedglass beads as per IRC:35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803
7357.5
-
3515045.62
KSRRB M200-12.1. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications. KSRRB M200-13.1. -do- II. By Mechanical Means. A. Cement Concrete Grade M-15 & M-20.
20
-
8190
KSRRB M21 00-1.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications,including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOMcomplete as per specifications.MORTH Specification No. 304 (i) 0 m to 3m depth by mechanical means
4646.12
-
243921.3
KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
379.68
-
2297341.17
KSRRB M2100-17.2. Providing and laying Plain / Reinforced Cement Concrete design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplasticizer @3lts confirming to 189103-1999 Reaffirmed-2008,0pen Foundation complete as per Drawing and Technical Specification including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. MORTH Specification No. 1500,1700 & 2100
2046.79
-
12330845.42
KSRRB M2200-6. Providing T.M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position,lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification.MORTH Specification No.1600 & 2200 TMT Bars Fe 500
100
-
7782315
Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing, including cost of materials, labour, HOM complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 450mm. dia
100
-
271215
KSRRB M2900-2. 2. Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, curing including cost of materials, labour, HOM complete as per specifications.MORTH Specification No. 2900 & IS 458-2003KSRRB M2900-2.2. -do- B. 1200 mm dia
100
-
1068795
New Jersey Median Barrier - KSRRB M200-27. Dismantling of Kerb stone channel by manual means including and disposal of dismantled material with all lifts and complete as per specifications.MORTH Specification No. 202
17124.39
-
323650.97
KSRRB M21 00-1.1. Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOMcomplete as per specifications.MORTH Specification No. 304(i) 0 m to 3m depth by mechanical means
1360
-
71400
KSRRB M2100-13. Providing and laying Plain I Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications complete as per Drawing and Technical Specifications. MORTH Specification No. 1500,1700 & 2100
680
-
4114496.4
KSRRB M2100-17.2. Providing and laying Plain I Reinforced Cement Concrete design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregates @ 0.47cum, with superplasticizer @3lts confirming to 189103-1999 Reaffirmed-2008,0pen Foundation complete as per Drawing and Technical Specification including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. MORTH Specification No. 1500,1700 & 2100
2780.88
-
16753355.94
KSRRB M2200-6. Providing T.M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position,lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification.MORTH Specification No.1600 & 2200 TMT Bars Fe 500
166.85
-
12984792.58
KSRRB 800-1. Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Chapter 8 specification
17380.48
-
1405211.81
Chain Link fencing near Tungabhdra river Bridge on both sides - KSRRB 300-1. Earthwork excavation by manual means for roads, drains & similar works in ordinary soil xcavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3
491.22
-
67051.53
KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size echanically mixed, placed in foundation and compacted by vibration including curing including cost of materials,labour, HOM complete as per specifications.MORTH Specification No. 408
98.24
-
490363.98
KSRB 4-1 .5: Providing and laying in position plain cement concrete of Mix M20 with OPC@ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2
567.36
-
3554113.25
Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1 :2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 ems. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineer-in - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete) including cost of materials, labour, HOM complete as per specifications.
654
-
589188.6
Providing chain link fencing 50mm size of 8 guage properly stretched between existing rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint, including cost of materials, labour,HOM complete as per specifications.
1825.6
-
1366735.44
ELECTRICAL WORKS - Median Poles -Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete 16 SWG (Pg. No.30, Sl No 5.42.2) (Size 35000Sq cm*20 )
700000
-
245000
Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 50 x 50 x 6 mm (Pg. No. 30, SL No. 5.41.2)
120
-
39600
Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440V A.C.50 Hz 12/24v D.C. Group A (Pg. No. 29, SI No. 5.38)
60
-
25800
Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS 694 & confirming to latest amendments 6 Sqmm (Pg. No. 5-6, SI No 2.3.5)
600
-
42000
Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC-60898 - a) 5-32Amps SP (Pg. No. 27, SI No. 5.17.1)
912
-
395808
Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC-60898 b) 50-63Amps TPN (Pg. No. 27, SI No. 5.17.9)
20
-
47940
Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/ FRP/ DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls,nuts and washers etc., complete. 100Amps 4 x 30 x 6 mm Alluminium Strips (Pg No.30, SI No 5.40.1)
60
-
123000
Decorative Median light poles: Fabricating, supplying and erection of 11 Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for 11 Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom 200mm, top 70 mm with 3mm thick. 2 Nos of poles. The pole should be painted ashtetically using good quality Dupont paint. The centre pole should be 3 Mtr height 165 mm dia 3 mm thick having 1 Mtr perforation from 1.5 Mtr to 2.5 Mtr height the polycarbonate pipe housed inside perforation along with color changing LED visible from all side foundation plate should be suitable to fix the 2 Nos. of 11 Mtr Bent at side of this pole suitable aluminium head placed at the top including pole cover having 7 Watt LED bulb inside. Suitable base plate 6 Nos. of m-24 long J bolts along with template and necessary 4 Nos. of m-24 x 100 mm long bolts, the poles should be hot dip galvanized in single dipping with not less than 65 micron as per ASTM-A123 and 153 etc., The poles should be as shown in attached picture. (The rate approved order copy is enclosed)
365
-
30403040
Decorative light poles: Fabricating, supplying and erection of 11 Mtrs long hot dip Galvanized Conical pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for 11 Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom 200mm, top 70 mm with 3mm thick. 2 Nos of poles. The pole should be painted ashtetically using good quality Dupont paint. The centre pole should be 3 Mtr height 165 mm dia 3 mm thick having 1 Mtr perforation from 1.5 Mtr to 2.5 Mtr height the polycarbonate pipe housed inside perforation along with color changing LED visible from all side foundation plate should be suitable to fix the 11 Mtr Bent at side of this pole suitable aluminium head placed at the top including pole cover having 7 Watt LED bulb inside. Suitable base plate 4 Nos. of m-24 long J bolts along with template and necessary 4 Nos. of m-24 x 100 mm long bolts, the poles should be hot dip galvanized in single dipping with not less than 65 micron as per ASTM-A123 and 153 etc., The poles should be as shown in attached picture. (The rate approved order copy is enclosed)
200
-
10329600
Supply of 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 > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting 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 Efficiency>130lm/w, nominal CRI >75. 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/NichiaLumileds/Osram make LED Source. 150 watts (Pg. No. 66, SI No. 12.8.6)
930
-
11439000
Fixing halogen/metal hallide/SVL/IL/ LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. (Pg. No. 79, SI No. 14.5)
930
-
162750
Supplying of 1.1 KV LT UG cableXLPE or Heat resistant PVC insulated, PVC extruded, innear sheathed, armoured UG LT cable, as per IS 1554 (Part-1 ) or IS -7098 Part-1,Armouring Strip thickness in average +5% and resistivity 14 ohms /Kms (Max) as per IS-3975 - 4 Core 16 Sqmm (Pg. No. 40, SI No. 6.4.4)
16000
-
2400000
Supplying of 1.1 KV LT UG cableXLPE or Heat resistant PVC insulated, PVC extruded, innear sheathed, armoured UG LT cable, as per IS 1554 (Part-1 ) or IS -7098 Part-1,Armouring Strip thickness in average +5% and resistivity 14 ohms /Kms (Max) as per IS-3975 - 3.5 Core 25 Sqmm (Pg. No. 40, SI No. 6.4.5)
1500
-
270000
Supplying & drawing Flexible Multicore Cable Manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130 - 1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts. 3 Core 2.5 Sq mm As per IS-694:1990 (Pg. No. 6, SI No. 2.5.8)
14500
-
1305000
Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers etc. (Pg. No. 32, SI No. 5.48)
20
-
80600
Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 60 - 70 Amps (Pg. No. 26, SI No. 5.13.3)
20
-
84000
Supplying and fixing HRC fuse units base on existing switch/panel board. 32A to 63Amps (Pg. No. 25, I No. 5.9.2)
60
-
15000
Supplying and fixing HRC fuse link on existing switch fuse base. Upto 63Amps (Pg. No. 25, SI No. 5.10.1)
60
-
13380
Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proprotion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc, the pipe shall have 16 through holes of 12 mm dia. (Pg. No. 40, SI No. 6.1)
600
-
1799820
Supplying and running GI/Copper Conductor for grounding and (along with other wires in conduits system of wiring), using necessary suitable size clamps nails guttas,/ spacers etc 8SWG GI Wire. (P No 43-44, SI No. 6.18.3)
8000
-
152000
Digging of trench of 0.6m deep x 0.50 mtr wide refiling the trench to the required ground level and consolidating etc., complete. (As per Civil SR KSRB I-2, P-7) - In soil (ordinary) (Pg. No. 41, SI No. 6.6.1)
14500
-
1102000
Digging of trench of 0.6m deep x 0.50 mtr wide refiling the trench to the required ground level and consolidating etc., complete. (As per Civil SR KSRB I-2, P-7) - Asphalt Cutting (Pg. No. 41, SI No. 6.6.4)
1000
-
113000
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required - 6 sqmm to 16 sqmm (Pg. No. 41, SI No. 6.5.1)
14500
-
172260
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required - 25 sqmm to 75 sqmm (Pg. No. 41, SI No. 6.5.2)
1000
-
15500
Supplying and fixing of class A (medium duty) GI pipe of wall thick ness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class. 40mm (Pg. No. 41, SI No. 6.9.1)
500
-
167500
Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 19/20mm (Pg. No. 42, SI No. 6.11.1)
100
-
6800
Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes - 25 sqmm Long Barrel (Pg. No. 43, SI No. 6.17.7)
150
-
3000
Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets / Couplings / Tees / Bends/End -caps of same materials in existing trench as per IS 14930 part -II suitable for drawing underground cables .50 mm OD / 38 mm ID PWD SR 2014-15 ( SL No 7.20.3) (Pg . No. 63)
7500
-
1132500
Supplying and fixing of spiral earth electrodes as per sanctioned technical specifications as per ESCOM (Pg No 87, SI.No. 15.13)
565
-
277189
Supplying and running GI/Copper strips for grounding connections, using necessary fixing materials as required - 25x6 mm GI strips (Pg No.40, SI.No 6.3.2)
1000
-
115000
Supplying, fixing& wiring, Electronic Trivector Meter (ETV) 5 to 32/63 Amps three Phase 4 wire whole current class -I Accuracy Energy Meter ( P. No.29, 5.35)
20
-
94900
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Hard Soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with all lead upto 50m after breaking of clods complete as per specifications. KBS 2.1 (b)/2.3.5 ( page no 6, I No 2.4 ) - For Street Light Poles (for Double Poles) = 1.80 x 0.9 x 0.60 = 0.972 x 365 Nos
354.78
-
167261.03
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Hard Soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with all lead upto 50m after breaking of clods complete as per specifications. KBS 2.1 (b)/2.3.5 ( page no 6, I No 2.4 ) - For Street Light Poles (for Single Poles) = 1.80 x 0.6 x 0.60 = 0.0.648 x 200 Nos
12.96
-
6109.99
Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in Hard Soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with all lead upto 50m after breaking of clods complete as per specifications. KBS 2.1 (b)/2.3.5 ( page no 6, I No 2.4 ) - For Street Light Control Box = 1.25 x 0.60 x 0.60 x 20 Nos.
9
-
4243.05
Providing & laying in position plain cement concrete of mix 1:3:6 with OPC cement@ 240kgs, with 40mm and down size graded granite metal coarse aggregate @ 0.878 cum and fine aggregate@0.459cum, with machine mixed, concrete laid in layers not exceeding 15cms thick well compacted, in foundation, including cost of all materials. labour, HOM of machinery, curing complete as per specifications Bar bending details.KBS 4.1,4.2 ( page no 13, I No 4.2 ) - For Street Light Poles(for Double Poles) = 1.8 x 0.60 x 0.15= 0.162x 365 Nos.
59.13
-
352775.49
Providing & laying in position plain cement concrete of mix 1:3:6 with OPC cement@ 240kgs, with 40mm and down size graded granite metal coarse aggregate @ 0.878 cum and fine aggregate@0.459cum, with machine mixed, concrete laid in layers not exceeding 15cms thick well compacted, in foundation, including cost of all materials. labour, HOM of machinery, curing complete as per specifications Bar bending details.KBS 4.1,4.2 ( page no 13, I No 4.2 ) - For Street Light Poles (for Single Poles) = 1.80 x 0.6 x 0.15 = 0.162 x 200Nos
32.4
-
15274.98
Providing & laying in position plain cement concrete of mix 1:3:6 with OPC cement@ 240kgs, with 40mm and down size graded granite metal coarse aggregate @ 0.878 cum and fine aggregate@0.459cum, with machine mixed, concrete laid in layers not exceeding 15cms thick well compacted, in foundation, including cost of all materials. labour, HOM of machinery, curing complete as per specifications Bar bending details.KBS 4.1,4.2 ( page no 13, I No 4.2 ) - For Street Light Control Box = 0.15 x 0.60 x 0.60 x 1.25*20 Nos.
1.35
-
8054.24
Providing & laying in position reinforcement cement concrete of design mix M20 with OPC cement@ 320kgs, with 20mm and down size graded granite metal coarse aggregate @ 0.878 cum and fine aggregate@0.459cum, with super plasticiser @ 3 lts confirming to IS 9103-1999 Reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick vibrated for all works in foundation plinth and ground floor level for roof slabs, staircases, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts truts, beuttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window cills, filets etc., including cost of all materials, labour, HOM of machinery, curing complete as per specifications Bar bending details. KBS 4.1,4.6 ( page no 14, I No 4.11 ) - For Street Light Poles(for Double Poles) = 0.9 x0.60 x1.95 = 1.053 x 365Nos.
384.34
-
2486314.68
Providing & laying in position reinforcement cement concrete of design mix M20 with OPC cement@ 320kgs, with 20mm and down size graded granite metal coarse aggregate @ 0.878 cum and fine aggregate@0.459cum, with super plasticiser @ 3 lts confirming to IS 9103-1999 Reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick vibrated for all works in foundation plinth and ground floor level for roof slabs, staircases, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts truts, beuttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window cills, filets etc., including cost of all materials, labour, HOM of machinery, curing complete as per specifications Bar bending details. KBS 4.1,4.6 ( page no 14, I No 4.11 ) - For Street Light Poles(for Single Poles) = 0.6 x0.60 x1.35 = 0.486 x 200Nos.
97.2
-
628791.66
Providing & laying in position reinforcement cement concrete of design mix M20 with OPC cement@ 320kgs, with 20mm and down size graded granite metal coarse aggregate @ 0.878 cum and fine aggregate@0.459cum, with super plasticiser @ 3 lts confirming to IS 9103-1999 Reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick vibrated for all works in foundation plinth and ground floor level for roof slabs, staircases, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts truts, beuttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window cills, filets etc., including cost of all materials, labour, HOM of machinery, curing complete as per specifications Bar bending details. KBS 4.1,4.6 ( page no 14, I No 4.11 ) - For Street Light Control Box = 1.35 x 0.60 x 0.60 x 20 Nos.
9.72
-
62879.17
Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. TMT Bars FE 500 Bar bending details. KBS 4.6.3 ( page no 18, I No 4.46.2 ) - For Street Light Poles(for Double Poles) = 45 Kgs/Cum x 384.345 Cum
17.3
-
1260015.22
Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. TMT Bars FE 500 Bar bending details. KBS 4.6.3 ( page no 18, I No 4.46.2 ) - For Street Light Poles(for Sigle Poles) = 45 Kgs/Cum x 97.2Cum
4.37
-
318281.3
Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. TMT Bars FE 500 Bar bending details. KBS 4.6.3 ( page no 18, I No 4.46.2 ) - For Street Light Control Box = 45 Kgs/Cum x 9.72 Cum
0.44
-
32046.63
Providing and removing centering shuttering centering strutting propping etc and emoval of form work for columns, Pillars. Piers, abutments,and square rectangular/ polygonal in plan including cost of materials labour, complete as per specifications KBS 4.6.3 ( page no 18, I No 4.46.2 ) - For Street Light Poles(for Double poles) =( 1.8*0.9*2sides+1.8*0.6*2sides) 365 Nos.
1971
-
943714.8
Providing and removing centering shuttering centering strutting propping etc and emoval of form work for columns, Pillars. Piers, abutments,and square rectangular/ polygonal in plan including cost of materials labour, complete as per specifications KBS 4.6.3 ( page no 18, I No 4.46.2 ) - For Street Light Poles(for singale poles) =( 1.25*0.6*4sides) 200 Nos.
600
-
287280
Providing and removing centering shuttering centering strutting propping etc and emoval of form work for columns, Pillars. Piers, abutments,and square rectangular/ polygonal in plan including cost of materials labour, complete as per specifications KBS 4.6.3 ( page no 18, I No 4.46.2 ) - For Street Light Control Box = (1.25*0.6*4sides) Nos.= 20
60
-
28728
Fabrication, Supplying, Erection, Testing and Commissioning of ……Mtrs long polygon high mast with Single / Multiple telescopic sections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate as per IS 2062/ASTM A572-50.The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint.The mast shall have 2way head frame with die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core,(Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement.The mast shall have manual / power tool (Suitable reversible geared motor operating on 230/ 415V, 50Hz, shall be provide above 15 Mtrs mast) The mast shall have lantern of 2 segments, suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3mm thick template,lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. (excluding foundation) as per technical data. 16Mtrs - Top 150mm and bottom 410 mm dia (Ch-04, P-.14, I-4.1.2)Bng SR-2018-19)
12
-
1689600
Supply of 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>5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire>IK08.Power Factor>0.9 with mains,Surge Protection- Min 5KV along with Over voltage/ Overload,short circuit/ miss-wiring protection. Compatible for pole mouting 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/IEC60598,LM 79 & LM 80 Adherence with RoHS.ULapproved 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 Efficiency>130lm/w,nominal CRI >75.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.LED Streetlight 200 Watts(12 luminaires per high mast) (Ch-12, P-.67, I-12.9.6)Bng SR-2018-19)
144
-
2592000
Fixing halogen/metal hallide/SVL/IL/ LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. (Pg. No. 79, SI No. 14.5)
144
-
25200
Wiring for lighting/power circuit using one of FRLS PVC insulated 1100v grade, multistrand Copper conductor single core cable in open or concealed system of wiring with specified IS 694 & confirming to latest amendments 6 Sqmm (Pg. No. 5-6, SI No 2.3.5)
350
-
24500
Supplying & drawing Flexible Multicore Cable Manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130 - 1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts. 3 Core 2.5 Sq mm As per IS-694:1990 (Pg. No. 6, SI No. 2.5.8)
300
-
27000
Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets / Couplings / Tees / Bends/End -caps of same materials in existing trench as per IS 14930 part -II suitable for drawing underground cables .50 mm OD / 38 mm ID PWD SR 2014-15 ( SL No 7.20.3) (Pg . No. 63)
250
-
37750
Supplying and fixing of class A (medium duty) GI pipe of wall thick ness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class. 40mm (Pg. No. 41, SI No. 6.9.1)
125
-
41875
Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975.3.5 core 35 sqmm
500
-
112500
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.In existing trench/duct.25 sqmm to 75 sqmm
600
-
9300
Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes.35 sqmm
144
-
4608
Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7)In soil (hard)
26
-
2652
Fabricating supplying and mounting MS box made out 16 SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.16SWG
420000
-
147000
Supplying and fixing Microprocessor Based Astronomical\timer Switch with using necessary bolts, nuts and washers.
12
-
48360
Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.60 to 70Amps
12
-
50400
Porcelain Fuse Channel,cutout.63Amps
12
-
1634.4
Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter.
12
-
56940
Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws,bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Micro processor release and Earth Fault as per IS-13947.(Icu=Ics).100Amps 25kA.
12
-
76800
GI Pipe.100mm,Dia thick
225
-
80100
Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc.,and painted with 2 coats of red oxide and then two coats of approved paint.40x40x6mm
36
-
9180
Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve,mounted on phenolic/FRP /DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board.The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.100Amps 4x30x6mm Aluminium Strips
15
-
30750
Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts,washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia
24
-
71992.8
Supplying and fixing L.T. cast Iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc.35Sqmm
12
-
4200
Supplying and fixing HRC fuse units base on existing switch/panel board. 32A to 63Amps (Pg. No. 25, I No. 5.9.2)
36
-
9000
KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specifications.Specification No.KBS 4.6.3-do-TMT bars Fe 500.(Ch-04, P-.18, I-4.46.2)Bng SR-2018-19
2.25
-
159673.5
KSRB 4-1.1: Providing and laying in position plain cement concrete of Mix 1:2:4 with OPC @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregates @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms.thick, well compacted, in foundation, including cost of all materials,labour, HOM curing complete as per specifications Specification No. KBS 4.1, 4.2 (Ch-04, P-.13, I-4.1)Bng SR-2018-19
10.8
-
57056.4
KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of Design Mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts,struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications.Specification No.KBS 4.1, 4.6 (Ch-04, P-.14, I-4.11)Bng SR-2018-19
39.72
-
224775.48
Running single circuit 11kv, 3phase power line &3phase 4wire secondary line on 9mtrs support with an average span 40mtrs using Rabbit ACSR conductor for HT < lines (COST DATA SHEET-06 ) BESCOM SR 2018-19 Page no,40
5
-
2929405
Errection of 3 phase, 11kv/433v, 25KVA BEE-4/5 Star rated distribution transformer center using 9 mtrs RCC pole DPTS (COST DATA SHEET-024 ) BESCOM SR 2018-19 Page no,58
5
-
725975
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