Public Works Department Tender
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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
₹ 6,04,900Document Cost
Refer DocumentsTender Fee
₹ 5,000
Summary
Improvements To Road From Pothnal To Ayyanur Mdr Road From Km 6.00 To Km 10.00 In Sindhanur Constituency Of Sindhanur Taluk, Raichur Dist(working Chainage 6.00km To 6.50km And 11.00 Km To 14.50 Km). Under- 5054-04-337-0-01-154 /mdr- Roads Appendix-e/for The Year /2024-25
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT18115Tender No
PWD/2024-25/RD/WORK_INDENT18115Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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PWD 2023-24 VOL-3 I.No. 3.6 P.No. 17 - 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 SL NO. 3.6 MoRT&H 305
7412.5
517
3837080.625
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PWD 2023-24 VOL-3 I.No. 4.2(v) P.No. 23 - Construction of Granular Sub-Base of For Grading -V Material 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 SL NO. 4.2 MoRT&H 401
2450
2476
6068527.5
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PWD 2023-24 VOL-3 P.No.26 - Wet Mix Macadam 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. SL NO. 4.2 MoRT&H 401
4331.25
2686
11637852.1875
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PWD 2023-24 VOL-3 I.No.5.1A(i) P.No.31 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared Prime Coat over WMM/WBM surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. SL NO. 5.1 MoRT&H 502
21125
43
909431.25
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PWD 2023-24 VOL-3 I.No.5.3 P.No. 31 - Providing and applying tack coat (Tack coat on Bituminous surface )with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom SL NO. 5.3 MoRT&H 503
21125
12
266175
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PWD 2023-24 VOL-3 I.No.5.B C P.No. 31 - Providing and laying Bituminous Macadam with 40/60 TPHcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-30 @ 3.3% byweight of mix, transported to site, laid over a previously preparedsurface with mechanical paver finisher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction
1056.25
7835
8275824.375
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PWD VOL-3 I.No.5.31 P.No.43 - 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.
528.13
10659
5629654.548
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PWD PWD 2023-24 VOL-3 I. NO.8.15 P.No. 67 - Road marking with hot applied Thermoplastic Compoundwith Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes.
800
556
445200
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Page No. 74 SI No. 8.43 of 2023-24 CSR Volume 3 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS 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 ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer
1778
383
681418.5
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PWD 2023-24 VOL-3 I.No. 8.18 P.No. 67 - Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting SL NO. 8.18 MoRT&H 807
190
785
149226
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PWD 2023-24 VOL-3 I.No.2.1(iv)b P.No.10 - 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 and lead Dismantling Stone Masonry Rubble stone masonry in cement mortar
5.74
640
3676.47
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PWD PWD 2023-24 VOL-1 I. NO.1.14.1 P.No. 8 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work1.14.1 In all kinds of soils Depth upto 3 m
135
107
14458.5
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PWD PWD 2023-24 VOL-1 I. NO.2.1.1 P.No. 15 - Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete thework as per technical specifications.2.1.1 Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregate
6.32
5604
35422.968
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PWD PWD 2023-24 VOL-1 I. NO.2.4.2 P.No. 16 - Providing and laying in position 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 perrelevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to therequirementsof relevant IS codes, labour, Usage charges of machinery, curing and all other
appurtenances required tocomplete the work as per technical specifications.2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"
34.71
6639
230444.8965
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PWD 2023-24 Volume 1 addendum-I S.No.8 P.No.111 - Centring and Shuttering for Culverts (Head walls) 8 PERCENT
34.71
531
18435.5223
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PWD PWD 2023-24 VOL-1 I. NO.2.11 (h) P.No. 18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery,labour, cleaning,straightening,cutting,bending,hooking,laping/welding joints, tying with binding wire/softannealed steel wire and other ancilary operationscomplete as per drawing andtechnical specification.
1.99
82961
165093.4845
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Page No. 78 Item No. 8.54.0 of 2023-24 CSR Volu - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804
1
9450
9450
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PWD DATA RATE BALLARY CIRCLE 2023-24DATE:20-01-202 - MAINTANENCE
Road Main tenance for 3Rd year for road with BM+SDBC as wearing coat . Maintenance of Road for 3rd year by Claering and Uprooting Vegetation oneither sides of the road, Mainenance of surface drains by clearing, cleaning, reshaping, deepening of side ains,Stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 mtr and KM stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CD's including Vent Clearance.
4
31210
124840
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PWD DATA RATE BALLARY CIRCLE2023-24 DATE:20-01-20 - Road Main tenance for 4Th year for road with BM+SDBC as wearing coat . Maintenance of Road for 4th year by Claering and Uprooting Vegetation oneither sides of the road, Mainenance of surface drains by clearing, cleaning, reshaping, deepening of side ains,Stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 mtr and KM stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CD's including Vent Clearance.
4
54730
218920
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PWD DATA RATE BALLARY CIRCLE 2023-24 DATE:20-01-20 - Road Main tenance for 5th year for road with BM+SDBC as wearing coat . Maintenance of Road for 5th year by Claering and Uprooting Vegetation oneither sides of the road, Mainenance of surface drains by clearing, cleaning, reshaping, deepening of side rains,Stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 mtr and KM stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CD's including Vent Clearance.
4
69070
276280
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PWD 2023-24 VOL-3 8.16(ii) P.No. 67 - Kilometre Stone Ordinary kilometer stone (precast) Reinforced cement concrete M15grade kilometre stonenof standard design as per IRC:8-1980, fixing in position including painting and printing etc SL NO. 8.16 MoRT&H 805((ii)
5
3073
15366.75
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PWD 2023-24 VOL-3 9.1(i) P.No.87 - 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 .1000 mm dia
30
9952
298588.5
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PWD VOL-3 Pg No.117 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material
59.18
1226
72578.352
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