Public Works Department 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.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date21 May 2024
Closing Date19 Jun 2024
Tender Amount₹ 20,94,14,115.35
Costs
EMD
₹ 20,95,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Description
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Contact
Tender Id
PWD/2023-24/RD/WORK_INDENT9070/CALL-2Tender No
PWD/2023-24/RD/WORK_INDENT9070/CALL-2Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
16.8(B),vol-3 - Surface Drains in Soil. Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means. Item No: 16.8.B PageNo:144 Vol-3 PWD SR 2023-24
2200
28
61600
1.12,vol-1 - 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 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.In all kinds of soils upto 300 mm depth. Item No: 1.12 PageNo:8 Vol-1 PWD SR 2023-24
1521.61
106
161899.304
1.7,vol-1 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) Item No: 1.7 PageNo:7 Vol-1 PWD SR 2023
1521.61
133
202800.1808
1.8,vol-1 - 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. Item No: 1.8 PageNo:7 Vol-1 PWD SR 2023-24
3250.15
530
1725439.632
3.6,vol-3 - Construction of Subgrade and Earthen Shoulders. 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. Item No: 3.6 PageNo:17 Vol-3 PWD SR 2023-24
3762.5
552
2077502
4.1(V),vol-3 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Item No: 4.1.V PageNo:23 Vol-3 PWD SR 2023-24
3767.12
2785
10493086.7328
4.17,vol-3 - 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. Item No: 4.17 PageNo:26 Vol-3 PWD SR 2023-24
3792.81
2866
10870496.8848
5.1,vol-3 - 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 0.70 kg/m2using mechanical means. Item No: 5.1 PageNo:31 Vol-3 PWD SR 2023-24
14421.25
45
662223.8
5.33,vol-3 - Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Item No: 5.33 PageNo:43 Vol-3 PWD SR 2023-24
14476.25
16
243201
5.12(C),vol-3 - Dense Graded Bituminous Macadam grading-2 for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Item No: 5.12 C PageNo:35 Vol-3 PWD SR 2023-24
723.81
10582
7659994.3728
5.16(B)(C),vol-3 - Bituminous Concrete Grading ii for traffic Less than 20 mSa Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Item No: 5.16 B.C PageNo:38 Vol-3 PWD SR 2023-24
434.29
12268
5328078.1792
8.7,vol-3 - Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Item No: 8.7 PageNo:65 Vol-3 PWD SR 2023-24
5.4
10091
54492.48
8.6(ii),vol-3 - Retro-Reflectorised Traffic Signs.Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle Item No: 8.6 ii PageNo:64 Vol-3 PWD SR 2023-24
20
5317
106355.2
8.48,vol-3 - Chevron BoardsSupply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory. Completion of the work as directed by the engineering incharge. Item No: 8.48 PageNo:76 Vol-3 PWD SR 2023-24
28
4016
112456.96
8.17,vol-3 - Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.Item No: 8.17 PageNo:67 Vol-3 PWD SR 2023-24
18
2263
40743.36
8.16(iii),vol-3 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Item No: 8.16 iii PageNo:67 Vol-3 PWD SR 2023-24
10
943
9430.4
8.16(ii),vol-3 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Item No: 8.16 ii PageNo:67 Vol-3 PWD SR 2023-24
3
3278
9834.72
8.15,vol-3 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Item No: 8.15 PageNo:67 Vol-3 PWD SR 2023-24
849.75
593
504411.6
1.14.1,vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work, in all kinds of soil depth upto 3m Item No: 1.14.1 PageNo:8 Vol-1 PWD SR 2023-24
30.08
114
3436.3392
8.25(i),vol-3 - Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811r(PWD SR 2021-22 ,Vol 3,Item No 8.25 Page No 59) Item No: 8.25 i PageNo:69 Vol-3 PWD SR 2023-24
270
4076
1100736
14.4(A),vol-3 - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsA Stone/Boulder Item No: 14.4 (A) PageNo:129 Vol-3 PWD SR 2023-24
72
2141
154183.68
5.1.1,vol-2 - 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) Item No: 5.1.1 PageNo:9 Vol-2 PWD SR 2023-24
36
6284
226235.52
8.10,vol-3 - Painting Two Coats on New Concrete SurfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Item No: 8.10 PageNo:66 Vol-3 PWD SR 2023-24
150
122
18312
2.4.1,vol-1 - 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 per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, 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.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Item No: 2.4.1 PageNo:16 Vol-1 PWD SR 2023-24
23.9
7172
171422.272
8.43,vol-3 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eyemade 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. Item No: 8.43 PageNo:74 Vol-3 PWD SR 2023-24
500
408
204400
2.11(ii)(A) - 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 Brick / Tile work / rubble masonry / pitching / etc by echanical Means Item No: 2.11,II,A PageNo:10 Vol-3 PWD SR 2023-24
36.8
201
7418.88
2.17(c),vol-3 - Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.
C 900 mm Dia" Item No: 2.17(c) PageNo:11 Vol-3 PWD SR 2023-24
37.5
1538
57708
2.8(ii)(A),vol-3 - 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 2.8 (ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20 Item No: 2.8 .ii.A PageNo:10 Vol-3 PWD SR 2023-24
14.25
805
11475.24
1.14.1,vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all Kind of soil depth upto 3 Mts Item No: 1.14.1 PageNo:8 Vol-1 PWD SR 2023-24
278.64
114
31831.8336
1.15.1,vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the workIn ordinary/soft rock without blasting upto 1.5 m depth Item No: 1.15.1 PageNo:8 Vol-1 PWD SR 2023-24
69.66
406
28320.9696
2.1.3,vol-1 - 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Item No: 2.1.3 PageNo:15 Vol-1 PWD SR 2023-24
34.83
6707
233628.4944
2.4.3,vol-1 - 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 per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item No: 2.4.3 PageNo:16 Vol-1 PWD SR 2023-24
220.39
7096
1563957.9648
2.4.3,vol-1 - Additionalities for Formwork, centring, & Scaffolding for sub structure. Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in- Charge of the work. 20 percent. PWD SR, 2023-24, VOL-1, PG NO-111
220.39
1419
312790.7114
2.11c,vol-1 - 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.Sub Structure of Bridges Item No: 2.11 c PageNo:18 Vol-1 PWD SR 2023-24
15.43
96816
1493873.3488
12.3A,vol-3 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A granular material Item No: 12.3A PageNo:117 Vol-3 PWD SR 2023-24
81
1308
105960.96
8.18,vol-3 - Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Item No: 8.18 PageNo:67 Vol-3 PWD SR 2023-24
72
837
60318.72
8.10,vol-3 - Painting Two Coats on New Concrete Surfaces
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Item No: 8.10 PageNo:66 Vol-3 PWD SR 2023-24
55.08
122
6724.1664
2.6,vol-3 - Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. Item No: 2.6 PageNo:09 Vol-3 PWD SR 2023-24
45
380
17136
2.6,vol-3 - Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. Item No: 2.6 PageNo:09 Vol-3 PWD SR 2023-24
45
380
17136
2.6,vol-3 - Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. Item No: 2.6 PageNo:09 Vol-3 PWD SR 2023-24
45
380
17136
10.15(i),vol-3 - Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification Item No: 10.15(i) PageNo:93 Vol-3 PWD SR 2023-24
137.5
294
40502
10.15(i),vol-3 - Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification (Data rate). Item No: 10.15(i) PageNo:93 Vol-3 PWD SR 2023-24
68.75
294
20251
10.2,vol-3 - Maintenance of Earthen Shoulder (filling with fresh soil)Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Item No: 10.2 PageNo:91 Vol-3 PWD SR 2023-24
218.75
108
23765
10.2,,vol-3 - Maintenance of Earthen Shoulder (filling with fresh soil)Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Item No: 10.2 PageNo:91 Vol-3 PWD SR 2023-24
218.75
108
23765
10.2,vol-3 - Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 75, I.No : 10.2) Item No: 10.2 PageNo:91 Vol-3 PWD SR 2023-24
218.75
108
23765
1.14.1,vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all Kind of soil depth upto 3 Mts Item No: 1.14.1 PageNo:8 Vol-1 PWD SR 2023-24
105.8
114
12086.592
1.14.1,vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all Kind of soil depth upto 3 Mts Item No: 1.14.1 PageNo:8 Vol-1 PWD SR 2023-24
23.79
114
2717.7696
16.20(ii),vol-3 - Maintenance of Culverts Slab type(ii) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification. Item No: 16.20 ii PageNo:147 Vol-3 PWD SR 2023-24
9
4850
43656.48
16.19,vol-3 - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908 Item No: 16.19 PageNo:147 Vol-3 PWD SR 2023-24
1500
6
10080
16.19,vol-3 - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 135, I.No : 20.20) Item No: 16.19 PageNo:147 Vol-3 PWD SR 2023-24
1500
6
10080
16.19,,vol-3 - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 135, I.No : 20.20) Item No: 16.19 PageNo:147 Vol-3 PWD SR 2023-24
1500
6
10080
16.22,vol-3 - Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 Item No: 16.22 PageNo:147 Vol-3 PWD SR 2023-24
2.5
2222
5555.2
16.24(i),vol-3 - Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint Item No: 16.24 i PageNo:148 Vol-3 PWD SR 2023-24
2.5
230
576.8
16.24(ii),vol-3 - Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Item No: 16.24 ii PageNo:148 Vol-3 PWD SR 2023-24
2.5
1271
3178
5.32,vol-3 - 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 Item No: 5.32/503 PageNo:31 Vol-3 PWD SR 2023-24
14420.82
13
193815.8208
5.16(B)(C),vol-3 - Bituminous Concrete Grading ii for traffic less than 20 mSa Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Item No: 5.16 B.C PageNo:36 Vol-3 PWD SR 2023-24
432.62
12268
5307589.8176
8.15,vol-3 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Item No: 8.15 PageNo:67 Vol-3 PWD SR 2023-24
849.75
593
504411.6
1.14.1,vol-1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work In all Kind of soil depth upto 3 Mts Item No: 1.14.1 PageNo:8 Vol-1 PWD SR 2023-24
39
114
4455.36
2.1.3,vol-1 - 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 required to complete the work as per technical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Item No: 2.1.3 PageNo:15 Vol-1 PWD SR 2023-24
13
6707
87199.84
2.4.2,vol-1 - 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 coarseaggregates Item No: 2.4.2 PageNo:16 Vol-1 PWD SR 2023-24
11
7081
77899.36
2.4.2,vol-1 - Additionalities for Formwork, centring, & Scaffolding for super structure. Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in- Charge of the work. 35 percent. PWD SR, 2023-24, VOL-1, PG NO-111
9
2479
22311.09
2.4.2,,vol-1 - 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 coarseaggregates (Additionalities for Formwork, Centering & Scaffolding 35% added to basic Rate for Cement Conerete Drain) Item No: 2.4.2 PageNo:16 Vol-1 PWD SR 2023-24
9
7081
63735.84
2.11c,vol-1 - 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.Sub Structure of Bridges Item No: 2.11 c PageNo:18 Vol-1 PWD SR 2023-24
0.63
96816
60994.206
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