Karnataka State Road Transport Corporation 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 State Road Transport Corporation - KKRTC Tender
Civil And Construction
Building Construction
Opening Date18 Jul 2024
Closing Date29 Jul 2024
Tender Amount₹ 90,00,000
Costs
EMD
₹ 1,80,000Document Cost
Refer DocumentsTender Fee
₹ 2,250
Description
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Contact
Tender Id
KKRTC/2024-25/BD/WORK_INDENT52Tender No
KKRTC/2024-25/BD/WORK_INDENT52Tender Authority
Karnataka State Road Transport Corporation ViewPurchaser Address
-Website
http://www.mstcindia.co.in
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Documents
Others - Tender Notification
BOQ Items
code04 - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, 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 batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.SRP- Vol-III (43/6.1)complete in C.C. 1:6:12 prop )
18
6095
109725.84
code05 - Construction of M40 grade un-reinforced,Cement Concrete Pavement with OPC/PPC/PSC dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing SRP- Vol-III (43/6.2)
30
11226
336797.1
code06 - Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification. SRP- Vol-II (83/12.56)
1275
91
116433
code07 - Hydraulic Excavator of 0.9 m3 bucket (J.C.B excavator) Levelling the ground SRP- Vol-I (A-45/50)
3
9356
28070.76
code08 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as perdrawing 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.SRP- Vol-I (8 /1.14.1)upto 3 m, depth
484.45
126
61219.9465
code09 - Providing and laying in position plain 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 machineries, curing,and all the other appurtenances requiredcomplete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately).SRP- Vol-I (15/2.1.2) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates
54.86
7017
384990.4734
code10 - Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.SRP- Vol-I (7/1.9)
145.15
329
47837.0855
code11 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately).SRP- Vol-I (15/2.2.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/1 (Foundation upto plinth (a) Isolated)
104.98
8412
883171.5448
code12 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately).SRP- Vol-I (17/2.5.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/8 (Column & Piers)
14.13
13964
197322.0588
code13 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately).SRP- Vol-I (17/2.5.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates SRP 115/12 (Beam & Lintal of Building)
60.89
12321
750277.4465
code14 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cementmortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6.SRP- Vol-III (135/20.17 B) 1000 mm dia
6.75
9853
66512.88
code15 - Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) SRP- Vol-I (18/2.11/a)
15299.34
110
1695472.8588
code16 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.SRP- Vol-II (14/6.8)
256.13
9873
2528922.6067
code17 - 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, costof 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).SRP- Vol-I (17/2.4.1) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
10.67
7934
84661.6485
code18 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1 6 (1 cement 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. SRP- Vol-II (41/8.2.2)
2320
345
801977.6
code19 - Providing patti allround compound wall etc, with CM 1:3 and finished as per design and specification including scafolding etc, complete. Patti 10cm wide and 10 mm thick.
928
14
13001.28
code20 - Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire SRP- Vol-II (95/11.57.1)
2320
22
51736
code21 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete. Hot finished seamless type tubes including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.SRP- Vol-II (81/11.16.2)
604.8
182
110152.224
code22 - Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.. (Apex Paint) SRP- Vol-II (45/8.28)
2320
110
255826.4
code23 - SRP.1.2 Concealed Conduit SystemSupplying heavy gauge PVC conduit pipe 25 mm dia 2 .mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc, and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary25mm dia 2mm thick 1.2.2
100
96
9664
code24 - SRP. 1.3.2 Supplying heavy gauge PVC Conduit Pipe 25 dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc, by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary.25mm dia 2mm thick
80
97
7830.4
code25 - 1.1.2 Open Conduit System.Supplying heavy gauge PVC conduit pipe 25 dia 2 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc, and fixing using inverted wood plugs in case of RCC ceiling and RCC wall / stone structureor rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.25mm dia 2mm thick
150
100
15052.5
code26 - SRP.2.3.Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694.confirming to latest amendments. 1.5 sqmm 2.3.2
400
32
12884
code27 - Do 2.5 sqmm (P6/2.3.3)
400
52
20812
code28 - Do 4sqmm (P6/2.3.4)
200
78
15610
code29 - Do- 6sqmm (P6/2.3.5)
40
113
4559.2
code30 - Do- 10sqmm (P6/2.3.6)
30
206
6207.3
code31 - Do- 16sqmm(P6/2.3.7)
30
394
11820
code32 - SRP.2.2.1.Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS 694. and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point upto 3Mtr from tapping point to out let via switch box
10
333
3332.9
code33 - Do Medium point above 3 Mtr upto 6Mtr from tapping point to outlet via switch box. (P5/2.2.2)
12
469
5634.96
code34 - Do- Long point above 6 Mtr upto 10Mtr from tapping point to outlet via switch box. (P5/2.2.3)
20
687
13752.8
code35 - Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall.1-3Way 3.4.1
4
170
683.92
code36 - Do- 4-5way (P15/3.4.3)
3
219
657.9
code37 - Do-6 way (P15/3.4.4)
4
272
1090.32
code38 - Do-10-12 way (P15/3.4.6)
8
395
3161.92
code39 - Do-18 way (P15/3.4.8)
6
501
3010.74
code40 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc, complete on the existing metal/PVC box.1 to 3 Module 3.5.1
4
169
678.96
code41 - Do- 4 mod (P16/3.5.3)
3
216
650.46
code42 - Do- 6 Module (P16/3.5.4)
4
289
1159.68
code43 - Do-10-12 Module (P16/3.5.6)
8
426
3409.68
code44 - Do-18 Module (P16/3.5.8)
6
566
3397.32
code45 - Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch 3.6.1
200
126
25274
code46 - Do- 6Amps 3 way socket (P16/3.6.3)
29
211
6143.94
code47 - Do- modular stepped fan regulator (P16/3.6.4)
6
442
2653.92
code48 - Do- 16Amps one way switch (P16/3.6.7)
4
223
892.08
code49 - Do- 6/16 Amps universal socket (P16/3.6.10)
4
292
1169.6
code50 - Supplying and fixing Fan box with round hook (P3/1.13)
4
144
579.84
code51 - Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely 25mm 1.9.2
20
27
545
code52 - Supplying of ......feet - PVC Batten with integrated LED tube .....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI more than 80. Power Input. 220-240V @ 50/60Hz & Power factor more than0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.11.3.2 LED light fighting 1 x4 - 20/22 w
40
854
34196.4
code53 - 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 60898.5.18.1 6-32Amps SP
6
514
3085.08
code54 - Do- 6-32 Amps DP. (5.18.2)
4
915
3662.48
code55 - Do- 6-32 Amps TPN. (5.18.7)
2
2127
4254.72
code56 - Do- 50-63Amps TPN . (5.18.9)
1
3826
3826.03
code57 - 11.2.1.Supplying & fixing retrofit type PL LED Lamp .......W LED linear source with CCT 6500 degree K, CRImore than 70%. efficacy more than80 lumen per watt, lifemore than 25000 burning hours and Compliance to IS 10322/IEC 60598, LM 79 & LM 80. The LED are driven by HF electronic driver integrated in the system, with PF more than 0.95, power loss should Less than 5% of lamp wattage. short circuit & open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. Tested by NABL/CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.
6
771
4631.34
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