Visvesvaraya Jala Nigam Limited Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
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Refer Documents
Summary
Improvement Works To The Roads In The Purview Of Yettinahole Integrated Drinking Water Project In Sakaleshpura, Alur, Belur And Arasikere Talukas Of Hassan Dist
Description
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Contact
Tender Id
VJNL/2021-22/RD/WORK_INDENT1649Bid Award Id
ViewTender No
VJNL/2021-22/RD/WORK_INDENT1649Tender Authority
Visvesvaraya Jala Nigam Limited ViewPurchaser Address
-Website
http://http://vjnl.in/en/
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Documents
BOQ Items
Scarifying bituminous course 50mm to 75 mm thick along with premix carpet/surface dressing by mechanical means attached with scarifier without disturbing the base and stacking the debris including cost of all labour charges, HOM complete as per specifications. MORTH/Chapter 3 with all lead and lifts as per the directions of Engineer in charge
28086.5
-
1183003.38
Excavation for road in all types of soil by mechanical means including cutting and loading to tipper, trimming bottom and sides slopes in accordence with requirement of lines, grades and cross sections and transportation to the embankemt location with all leads an lifts complete as per spectifications with all lead and lifts as per the directions of Engineer in charge
24035.89
-
1064309.21
Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications with all lead and lifts as per the directions of Engineer in charge
111148.5
-
720242.28
Construction of embakment with approved material Gravel/Murrum with all lifts and leads . Transporting to site , spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications, including cost of gravel / murrum , watering charges and compaction by viberatory roller to 95% of proctors density with all lead and lifts as per the directions of Engineer in charge
9474.67
-
3458633.54
Construction of granular sub-base Grading-V as 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 with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. Complete with all lead and lift as directed by Engineer-in-charge.
6279.27
-
12491728.57
Providing, laying, spreading and compacting crushed stone aggregates of Granite/trap/basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. with all lead and lifts as per the directions of Engineer in charge
8105.98
-
16607207.58
Providing and Constructing of un-reinforced plain cement concrete pavement using grade M30, over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 with 25mm and down size graded granite metal coarse aggregates at 0.69cum, and fine aggregtes at 0.46cum confirming ti IS:383-2016 , with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 , mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints including grove cutting charges, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications. - M30 (at 360Kg per cum coarse aggregate @ 0.69cum and fine aggregate @ 0.46cum) with all lead and lifts as per the directions of Engineer in charge
12092.19
-
69842554.69
Direction and Place Identification Signs with size more than 0.9 sqm Size Board:-Providing and erecting Direction and Place Identification retro- reflectorised sign as per IRC-67 made of high intensiy grade sheeting vide clause 800.1.3, fixed over aluminium sheeting 2mm tick with area exceeding 0.9sqm supported on a mild steel angel iron post 75x75x6mm, 2 nos firmly fixed to the ground by means of propoerly designed foundation with M15 grade cement concrete of 45 cm x45 cm x 60 cm, 60 com below ground level as per approved drawing complete as per specification with all lead and lifts as per the directions of Engineer in charge
36.72
-
386939.2
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 cm, 60 cm below ground level as per approved drawing with all lead and lifts as per the directions of Engineer in charge
18
-
184407.84
Earth work in excavation for foundation of structures like culverts, retaining walls etc, as per drawing and technical specification, including setting out, construction of shoring and bracing, dressing of sides and bottom, backfilling withapproved material, disposal of balance earthas per specifications including cost of labour, HOM of machineries etc, complete. i) in all kinds of soil by Mechanical Means with all lead and lifts as per the directions of Engineer in charge
7358.17
-
357607.06
KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 408. Complete with all lead and lifts as directed by the Engineer-in-charge.
96.93
-
473173.49
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications with all lead and lifts as per the directions of Engineer in charge
1270.2
-
491110.13
Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary. with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete.with all lead and lifts as per the directions of Engineer in charge
482.36
-
2799057.9
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 complete as per specifications. Specifications(600mm Dia) with all lead and lifts as per the directions of Engineer in charge
180
-
620913.6
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 complete as per specifications(900mm dia). with all lead and lifts as per the directions of Engineer in charge
180
-
1070172
Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications. Including additional M-15 concrete pedesal of 0.2 mt. height above G.L. with all lead and lifts as per the directions of Engineer in charge
11
-
25934.04
Refilling available earth arround pipe lines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with lead upto 50 m.And lift upto 1.50M.Including cost of all labour complete as per specifications with all lead and lifts as per the directions of Engineer in charge
71.01
-
9279.59
Dismantling of existing structures like like culverts, bridges, retaining walls and other structures 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. I) Lime/Cement concrete.I. by mechanical means:B. cement concrete Grade M-15 & M-20 with all lead and lifts as per the directions of Engineer in charge
98.2
-
41361.84
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, HOM complete as per specifications. MORTH Specification No. 304. Including dewatering. Complete with all lead and lifts as directed by Engineer-in-charge.
364.85
-
21672.09
Earth work excavation in all kinds of ordinary rock / soft rock not requiring blasting for foundation of bridges and allied works 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, HOM complete as per specifications. MORTH Specification No. 304 (iv) 0 m to 3 m depth by Mechanical means with all lead and lifts as per the directions of Engineer in charge
160.35
-
11429.75
Earth work excavation in hard rock without blasting for foundation of bridges and allied works as per drawing and technical specifications, including setting out, construction of 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, HOM complete as per specifications. MORTH Specification No. 304 i) 0 m to 3 m depth by mechanical means with all lead and lifts as per the directions of Engineer in charge
47.01
-
26304.45
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, HOM complete as per specifications. MORTH Specification No. 304.Complete with all lead and lifts as directed by Engineer-in-charge.
206.63
-
11158.02
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and technical specification including cost of materials,labour,HOM Complete as per specification with all lead and lifts as per the directions of Engineer in charge
226.09
-
394102
Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications
94.01
-
251897.91
KSRRB M2100-10. Providing and laying Plain cement concrete of mix 1:3:6 with OPC @ 220kgs, with crushed 40mm and down size graded granite metal coarse aggregates @0.89cum and fine aggregates @ 0.46cum, in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. MORTH Specification No. 2100. Complete with all lead and lifts as directed by Engineer-in-charge.
72.33
-
421750.44
Providing and laying Design mix M20 with OPC @ 320kgs, with 40mm and down size graded granite metal coarse aggregates @0.64cum and fine aggregates @ 0.43cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications. b) upto 5 m height with all lead and lifts as per the directions of Engineer in charge
305.52
-
1987688.68
Providing and laying Design mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.- i) Upto 5 m height. with all lead and lifts as per the directions of Engineer in charge
157.89
-
957306.02
Providing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, including cost of materials, labour, HOM, curing, form works, scaffolding and centering complete as per specifications with all lead and lifts as per the directions of Engineer in charge
11.26
-
83860.88
Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification complete as per specifications. B. RCC with OPC design mix M25 @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, Case - I : Using Concrete Mixer with all lead and lifts as per the directions of Engineer in charge
129.83
-
1004510.29
Providing and laying design mix M25 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70 cum and fine aggregates @ 0.47 cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 i) Upto 5m height. with all lead and lifts as per the directions of Engineer in charge
253.75
-
1584283.05
Reinforced cement concrete M30 approach slab including reinforcement @ 70 kg/cum and formwork complete as per drawing and Technical specification including cost of materials, labour, HOM complete as per specifications with all lead and lifts as per the directions of Engineer in charge
13.82
-
156733.73
Providing and laying Cement concrete wearing coat with OPC cement design mix M30 @ 360kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes@ 0.46cum, and reinforcement at 75 kg/cum with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of reinforcement complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications with all lead and lifts as per the directions of Engineer in charge
14.11
-
165310.5
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 complete with all lead and lifts as directed by Engineer in charge.
38.87
-
2819098.06
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) including cost of materials, labour, HOM TMT Bars Fe 500. complete with all lead and lifts as per the directions of Engineer in charge
11.58
-
859489.83
Providing and fixing in position 300mm wide, 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing & Technical Specification with all lead and lifts as per the directions of Engineer in charge
10.4
-
1752.19
Drainage Spouts using 100mm class ‘B’ GI pipe as per drawing and Technical specification including clamps and nuts etc., including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2705complete as per specifications with all lead and lifts as per the directions of Engineer in charge
18
-
30170.88
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete as per specifications with all lead and lifts as per the directions of Engineer in charge
120
-
19051.2
Providing and laying PVC pipe 10 kg/Sqcm, 90mm outer dia.. with all lead and lifts as per the directions of Engineer in charge
68.4
-
21939.98
providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, including cost of materials, labour, HOM complete as per specifications with all lead and lifts as per the directions of Engineer in charge
25.6
-
33011.71
Providing and laying Pitching stones of size 0.3x0.3x0.3 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications including cost of materials, labour, HOM complete as per specifications. A. Stone / Boulder with all lead and lifts as per the directions of Engineer in charge
144.6
-
252055.15
Providing and laying of Filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cost of materials, labour, HOM complete as per specifications with all lead and lifts as per the directions of Engineer in charge
13.14
-
22947.17
Providing and fixing in position 300 mm wide, 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing & Technical Specification with all lead and lifts as per the directions of Engineer in charge
25.6
-
4313.09
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification including cost of materials, labour, HOM of machineries, complete as per specifications. A. Granular material with all lead and lifts as per the directions of Engineer in charge
76.64
-
59015.87
Providing and laying Flooring with Rubble stone in cm 1:3 over a bed of 100mm thick CC bed of 1:2:4 mix proportion including cost of materials, labour, HOM complete as per specifications. with all lead and lifts as per the directions of Engineer in charge
46.08
-
230567.73
Providing and fixing RCC precast guard stones of size 0.23mx0.23mx1.5m casted in cc 1:1.5:3 with 20mm down size aggregates using 10mm dia vertical 4TMT steel rods and 8 mm dia stirrups at 20 cm c/c fixed 0.90m above Ground level using steel moulding, Curing, transportation to work spot including excavation in hard soil fixing in plain cement concrete 1:2:4 using 20mm downsize aggregate including aligning to plumb and line providing enamel painting to exposed faces in alternate black and white strips and painting with reflective paint on top of guard stone with a width of 10 cm including cost of all materials, labour, hire charge of machineries complete. ( As per drawing) with all lead and lifts as per the directions of Engineer in charge
80
-
217728
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-1200mm. dia with all lead and lifts as per the directions of Engineer in charge
20
-
182109.6
Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 240 kg / cum including cost of materials, labour, HOM complete as per specifications as per IRC: 21-2000 complete as per specifications with all lead and lifts as per the directions of Engineer in charge
61.56
-
382952.45
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per specifications .II. By Mechanical Means:A. In area of light jungle with all lead and lifts as per the directions of Engineer in charge
3.17
-
61663.79
Scarifying the existing granular road surface to a depth of 50mm by manual means. Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 meters complete as per specifications with all lead and lifts as per the directions of Engineer in charge
12419
-
391198.5
KSRRB 300-50. Scarifying bituminous course 50mm to 75mm thick along with premix carpet / surface dressing by mechanical means attached with scarifier without disturbing the base and stacking the debris including cost of all labour charges, HOM complete as per pecifications. MORTH / Chapter 3. Complete with all lead and lifts as directed by Engineer-in-charge.
51150.5
-
2094612.98
Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications with all lead and lifts as per the directions of Engineer in charge
65714.5
-
414001.35
Construction of embakment with approved material Gravel/Murrum with all lifts and leads . Transporting to site , spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications, including cost of gravel / murrum , watering charges and compaction by viberatory roller to 95% of proctors density with all lead and lifts as per the directions of Engineer in charge
4384.29
-
1555984.52
Construction of granular sub-base Grading-V as 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 with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision. Complete with all lead and lifts as per the directions of Engineer in charge
1519.99
-
2939812.66
Providing, laying, spreading and compacting crushed stone aggregates of Granite/trap/basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. with all lead and lifts as per the directions of Engineer in charge
3489.25
-
6950062.61
Providing and Constructing of un-reinforced plain cement concrete pavement using grade M30, over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 with 25mm and down size graded granite metal coarse aggregates at 0.69cum, and fine aggregtes at 0.46cum confirming ti IS:383-2016 , with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 , mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints including grove cutting charges, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications. - M30 (at 360Kg per cum coarse aggregate @ 0.69cum and fine aggregate @ 0.46cum) with all lead and lifts as per the directions of Engineer in charge
6420.75
-
36055079.55
Direction and Place Identification Signs with size more than 0.9 sqm Size Board:-Providing and erecting Direction and Place Identification retro- reflectorised sign as per IRC-67 made of high intensiy grade sheeting vide clause 800.1.3, fixed over aluminium sheeting 2mm tick with area exceeding 0.9sqm supported on a mild steel angel iron post 75x75x6mm, 2 nos firmly fixed to the ground by means of propoerly designed foundation with M15 grade cement concrete of 45 cm x45 cm x 60 cm, 60 com below ground level as per approved drawing complete as per specification. with all lead and lifts as per the directions of Engineer in charge
19.44
-
199159.88
Earth work in excavation for foundation of structures like culverts, retaining walls etc, as per drawing and technical specification, including setting out, construction of shoring and bracing, dressing of sides and bottom, backfilling withapproved material, disposal of balance earthas per specifications including cost of labour, HOM of machineries etc, complete. i) in all kinds of soil by Mechanical Means with all lead and lifts as per the directions of Engineer in charge
2741.04
-
129514.14
providing and laying plain cement concrete M10 with 43 grade cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mechanically mixed, placed in foundation and compacted by vibration including curing complete as per specifications with all lead and lifts as per the directions of Engineer in charge
19.77
-
93828.42
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications with all lead and lifts as per the directions of Engineer in charge
229.5
-
86269.05
Providing and laying in position plain/Reinforced cement cement concrete M20 for sub-structure/Superstructure works, with cement @ 320 kgs, 20mm & down size graded granite metal coarse aggregate @ 0.69 cum and fine aggregates @ 0.46 cum machine mixed with super plasticisers @ 3lts confirming to IS 9103-2008,concrete laid in layers, well compacted and providing weep holes wherever necessary. with necessary scaffolding, form work etc., including cost of labour, HOM curing etc., complete. with all lead and lifts as per the directions of Engineer in charge
101.99
-
575391.88
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 complete as per specifications. Specifications(600mm Dia) with all lead and lifts as per the directions of Engineer in charge
52.5
-
176069.25
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 complete as per specifications(900mm dia). with all lead and lifts as per the directions of Engineer in charge
15
-
86703.75
Reinforced cement concrete M-15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per specifications. Including additional M-15 concrete pedesal of 0.2 mt. height above G.L. with all lead and lifts as per the directions of Engineer in charge
18
-
41258.7
Refilling available earth arround pipe lines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with lead upto 50 m.And lift upto 1.50M.Including cost of all labour complete as per specifications with all lead and lifts as per the directions of Engineer in charge
44.55
-
5660.08
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 complete with all lead and lifts as directed by Engineer in charge.
1.88
-
132562
KSRRB 200-8.Clearing and grubbing road land Including up rooting rank Vegetation, grass, bushes, shrubs, saplings and trees of girth 300mm, by manual means, in area of light jungle removal of stumps, disposal of unservisable materials, stacking of serviceable materials labour charges complete asper specifications MORTH/chapter 2. complete with all lead and lifts as directed by Engineer in charge.
132639.8
-
1392717.9
KSRRB 300-1 Earthwork excavation by manual means for roads, drains & similar works in ordinary soil excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. complete with all lead and lifts as directed by Engineer in charge.
14518.78
-
1981813.47
KSRRB 300.58 : Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour,HOM of machinery complete as per specifications. MORTH/Chapter 3 (Page 147 Item No:19.64) SR of PWD Circle Hassan 2018-19. complete with all lead and lifts as directed by Engineer in charge.complete with all lead and lifts as directed by Engineer in charge.
105995.25
-
667770.08
KSRRB M300-59.2 Loosening,levelling and compacting original ground supporting embankment to fecilitate placement of first layer of embankment/sub grade,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolloing so as to achive minimum dry density as given in table 300-2 for embankment/subgrade including HOM construction,labour etc.,complete as per specifications. MORTH specification No 305.3.4. complete with all lead and lifts as directed by Engineer in charge.
77328.5
-
1867483.28
KSRRB M300-53: Construction of embankment with approved material gravel/murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel/murrum, watering charges & compaction by vibratory roller to 95% of proctors density. Morth specification No.305. complete with all lead and lifts as directed by Engineer in charge.
23658.57
-
8396426.49
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity garde sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.90sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed founadtion with M15 garde cement concrete 45x45x60 cm, 60cm below ground level as per approved drawing. complete with all lead and lifts as directed by Engineer in charge.
33.6
-
344226.96
KSRRB M300-52.1.Scarifying the existing grannular road surface to a depth of 50 mm and disposal of scarified material and complete as per specification MORTH Specification No 305.4.3. complete with all lead and lifts as directed by Engineer in charge.
43831.5
-
1380692.25
KSRRB M300.52.2 : Scarifying the existing Bituminus surface to a depth of 50mm by mechanical means scarifying the existing bituminus road surface to a deptt of 50mm and disposal of scarified material and complete as per specification MORTH Specification No. 305.4.3. complete with all lead and lifts as directed by Engineer in charge.
62163.75
-
195815.81
KSRRB M400-14.1 Providing, laying, spreading and compacting crushed stone aggregates of granite/trap/basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specification. A. By mannual means. Morth specification No.404 Crushable type such as Moorum or Gravel for Grading-II. complete with all lead and lifts as directed by Engineer in charge.
7189.88
-
15030803.63
KSRRB M400-14.1 Providing, laying, spreading and compacting crushed stone aggregates of granite/trap/basalt of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per specification. A. By mannual means. Morth specification No.404 Type B 11.2mm for Grading-III. complete with all lead and lifts as directed by Engineer in charge.
7189.88
-
17831621.39
KSRRB M500-6 Providing and applying priming coat with S.S.bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means complete as per specifications clause 502 of MORTH V revision. complete with all lead and lifts as directed by Engineer in charge.
95865
-
2919089.25
KSRRB 500-7 Providing and applying tack coat using 80/100 grade bitumen (VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specificationsclause 503 of MORTH V revision. complete with all lead and lifts as directed by Engineer in charge.
105165
-
1325079
KSRRB 500-27. Providing and laying open graded premix carpet of 20mm thick on prepared surface in a single course as wearing course composed of 11.2mm and 13.2mm size stone aggregates 0.027 cum/sqm premixed with bituminous binder at 1.46kg/sqm in mini hot mix plant 6-10 tonne capacity laying manually and rolling with power roller 8-10 tonne, excluding cost of tackcoat, including cost of all materials, labour, HOM of machineries complete as per specifications using VG10 (80/100) grade. MORTH clause No.511/Chapter 5. complete with all lead and lifts as directed by Engineer in charge.
95865
-
12783597.75
KSRRB M500-39.1 and 39.2. Providing and laying seal coat for sealing the voids on bituminous surface, laid to the specified levels, grade and cross fall manually and rolling with power roller 8-10 tonne capacity including cost of all materials, labour, HOM of machinery complete as per specifications.MORTH V revision TYPE_B using graded aggregates 2.36mm and downsize at 0.006 cum/sqm with bitumen binder VG-10 (80/100 grade) at 0.68 Kg/sqm. complete with all lead and lifts as directed by Engineer in charge.
95865
-
3925671.75
KSRRB 500-2 Cleaning the existing black topped surface with brooms,soft brushes and finally dusting wit old gunny bags and/or compressed air to receive bituminus treatement including cost of all materials labour,HOM complete as per specifications Clause 501 of MORTH V revision. complete with all lead and lifts as directed by Engineer in charge.
9300
-
48825
KSRRB-500-32 Providing and laying 20mm thick mix seal surfacing TYPE-B on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and 13.2mm size 0.027 Cum/Sqm permixed with bituminus binder at 1.90 kg/Sqm,in hot mix plant 40/60 TPH trasporting,mixed materials in tipper and laying with mechanical paver finisherto requried level and grade,rolling with power roller 8-10 tonne,excluding cost of tack coat including cost of all materials,labour,HOM complete as per specifications useing VG-30(to be used where the annual rain fall is less than 150cm) Clause 508 of MORTH V revision IRC-SP-53-2010. complete with all lead and lifts as directed by Engineer in charge.
9300
-
1396395
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 complete with all lead and lifts as directed by Engineer in charge.
28.01
-
1975033.28
Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs, with 20 mm and downsize granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering shuttering, cost of materials, HOM of machinery, cufing etc., complete excluding cost of steel as per MORTH specification No 1500,1700,2200 including cost of materials, labour, HOM complete as per specifications.wall & bottom thickness 10cm. complete with all lead and lifts as directed by Engineer in charge.
594.95
-
4564664.63
KSRRB M400-17 Providing laying spreading and compacting cushed stone aggregrates of granite/trap/basalt to wet mix macadam specification including pre mixing the material with water at OMC in Mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH sepcification No.406. complete with all lead and lifts as directed by Engineer in charge.
2560.85
-
5100829.07
Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum, Coarse and fine aggregate conforming to IS : 383-2016, with Superplastizer at 3 its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) & spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continous operation including provision of contraction, expansion, construction and longitudinal joints, including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, 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 with OPC at 360 kg/cum and coarse aggregate 0.69 cum, fine aggregate 0.46 cum. complete with all lead and lifts as directed by Engineer in charge.
3321.6
-
18652112.64
Patching of deep potholes by restoring the granular base coarse using material confirming to WBM garde -III standards /WMM wherver necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole applying tack coat at 4 kg/10sqm over the WBM/WMM surface including cleaning etc, and covering the surface with premixed mix seal TYPE-A 20mm thick including lead, loading unloading, rolling and finishing etc., including cost of materaial, labour, HOM Complete as per standard specification. complete as per standard specfication. upto 75mm Thick . complete with all lead and lifts as directed by Engineer in charge.
1841.3
-
645743.91
Earth work in excavation of foundation of structures like culverts, retaining walls etc., as per drawing and technical specification, including setting out, construction of shoring and bracing, dressing of sides and bottom, backfilling with the approved material, disposal of balance earth as per specification including cost of labour , HOM etc.,complete. i) All kinds of soil by Mechanical Means . complete with all lead and lifts as directed by Engineer in charge.
18.91
-
893.5
KSRRB M2900-1. Plan cement concrete M10 mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing and cost of materials,labour,HOM complete as per specifications. MORTH Specification No.408. complete with all lead and lifts as directed by Engineer in charge.
301.18
-
1429400.28
KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2. complete with all lead and lifts as directed by Engineer in charge.
38.25
-
14378.18
Providing and laying in position reinforced cement concrete M20 for sub structure/super structure works with cement @ 320 kgs, 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, machine mixed with super plasticisers @ 3 liters confirming to is 9103-2008 concrete laid in layers well compacted and providing wheep holes wherever necessary with necessary scaffolding form work etc.,including cost of labour,HOM curing etc.,complete . complete with all lead and lifts as directed by Engineer in charge.
9.78
-
55175.34
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 - - 600mm. dia. complete with all lead and lifts as directed by Engineer in charge.
5
-
16768.5
KSRB 2-4 : Refilling available earth arround pipe lines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with lead upto 50 m.And lift upto 1.50M.Including cost of all labour complete as per specifications. complete with all lead and lifts as directed by Engineer in charge.
15.3
-
1943.86
KSRRB 200-8.Clearing and grubbing road land Including up rooting rank Vegetation, grass, bushes, shrubs, saplings and trees of girth 300mm, by manual means, in area of light jungle removal of stumps, disposal of unservisable materials, stacking of serviceable materials labour charges complete asper specifications MORTH/chapter 2. complete with all lead and lifts as directed by Engineer in charge.
120173.4
-
1201734
KSRRB 300-1 Earthwork excavation by manual means for roads, drains & similar works in ordinary soil excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. complete with all lead and lifts as directed by Engineer in charge.
28116.26
-
3655113.8
KSRRB 300.58 : Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour,HOM of machinery complete as per specifications. MORTH/Chapter 3 . complete with all lead and lifts as directed by Engineer in charge.
215672
-
1294032
KSRRB M300-53: Construction of embankment with approved material gravel/murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement table 300-2 complete as per specifications, including cost of gravel/murrum, watering charges & compaction by vibratory roller to 95% of proctors density. Morth specification No.305. complete with all lead and lifts as directed by Engineer in charge.
12808.08
-
4329131.04
KSRRB 300-47. Scarifying kankar / gravel/ metal crust by mechanicall means upto 150mm thick and disposal of stuff including cost of all labour charges complete as per specifications. MORTH I Chapter 3. complete with all lead and lifts as directed by Engineer in charge.
177812
-
4267488
KSRRB M300-52.1.Scarifying the existing grannular road surface to a depth of 50 mm and disposal of scarified material and complete as per specification MORTH Specification No 305.4.3. complete with all lead and lifts as directed by Engineer in charge.
37860
-
1135800
KSRRB M500-6 Providing and applying priming coat with S.S.bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means complete as per specifications clause 502 of MORTH V revision. complete with all lead and lifts as directed by Engineer in charge.
35493.75
-
1029318.75
KSRRB 500-7 Providing and applying tack coat using 80/100 grade bitumen (VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specificationsclause 503 of MORTH V revision. complete with all lead and lifts as directed by Engineer in charge.
35493.75
-
425925
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 complete with all lead and lifts as directed by Engineer in charge.
14.72
-
988506.88
KSRRB M400-17 Providing laying spreading and compacting cushed stone aggregrates of granite/trap/basalt to wet mix macadam specification including pre mixing the material with water at OMC in Mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH sepcification No.406.complete with all lead and lifts as directed by Engineer in charge.
30884.32
-
58587555.04
Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum, Coarse and fine aggregate conforming to IS : 383-2016, with Superplastizer at 3 its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) & spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continous operation including provision of contraction, expansion, construction and longitudinal joints, including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, 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 with OPC at 360 kg/cum and coarse aggregate 0.69 cum, fine aggregate 0.46 cum.complete with all lead and lifts as directed by Engineer in charge.
26582.44
-
142162889.12
KSRB 4-1.3: Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal, coarse aggregates @ 0.85 cum and fine aggregates @ 0.57 cum machine mixed, concrete laid in layers not exceeding 15 cms thick, well compacted in foundation including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.2. complete with all lead and lifts as directed by Engineer in charge.
46.63
-
251573.05
KSRB 4.2.2:Providing and laying in position reinforced cement concrete of design mix M-20 with OPC cement @320kgs with20 mm and down size graded granite metal coarse aggregate @ 0.69 CUM and fine aggregate @ 0.460 cum with super plasticisers @ 3liters 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, buttersses, bed blocks, anchor blocks & plinths etc., including cost of all materials labour, HOM of machinery, curing , complete but exculding cost of reinforcement as per specifications.complete with all lead and lifts as directed by Engineer in charge.
245.38
-
1489706.89
KSRRB M 500 -19. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per mix design formula for base/ binding course including loading of aggregates with F E loader hot mixing of stone aggregates and bitumen in hot mis plant ,transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade rolling by power roller to achieve the desired density but excluding cost of primer/ tack coat including lead lift and cost of all materials labour HOM of macheneries complete as per specifications.MORTH chapter 5 using 40/60 TPH cpacity H.M.P with mechanical paver Gr-II (50 to 75 MM) with 3.3 % VG-30 Bitumen . complete with all lead and lifts as directed by Engineer in charge.
1774.7
-
9460925.7
Providing and laying semi dense 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 desire compaction as per MORTH specifiaction clause NO.508 complete in all respects complete as per specifications.using 40/60 TPH capacity HMP with mechanical paver Gr-II (25 mm to 30 mm) with 5% VG-30 bitumen MORTH Chapter 5 . complete with all lead and lifts as directed by Engineer in charge.
887.34
-
6214929.36
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