Rural Development And Panchayat Raj 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.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Civil Works Others
Opening Date9 Jun 2022
Closing Date24 Jun 2022
Tender Amount₹ 4,57,87,522
Costs
EMD
₹ 7,33,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RDPR/2022-23/RD/WORK_INDENT90784Bid Award Id
ViewTender No
RDPR/2022-23/RD/WORK_INDENT90784Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
... More
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2070
-
8694
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Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
918.56
-
83910.46
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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. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
653.3
-
77514.04
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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. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
1832.35
-
773434.94
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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 ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
461.82
-
200268.24
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Construction of Granular Sub-Base of 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 For Grading -VI Material ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
569.29
-
1350327.42
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Using Screening Crushable type such as Moorum or Gravel ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
208.86
-
445404.39
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 for Grading-II (53 mm to 22.4 mm), Using Screening Crushable type such as Moorum or Gravel ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
198.75
-
409236.19
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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 0.90 kg per m2 using mechanical means ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2683.04
-
123956.45
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Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2683.04
-
33806.3
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2683.04
-
425395.99
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - I : Type A Premix Sand Seal coat ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2683.04
-
231009.74
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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) ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2
-
5132.4
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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) ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2
-
3383.1
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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
30
-
20380.5
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2
-
9657.9
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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 ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
0.9
-
7624.26
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
103.5
-
51946.65
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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 ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
1
-
9450
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Construction of Granular Sub-Base of 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 For Grading -VI Material for C.C. Pavement ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
30
-
71158.5
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 for Grading-II (53 mm to 22.4 mm), Using Screening Crushable type such as Moorum or Gravel for C.C. Pavement ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
12
-
24708.6
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Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work for Providing and constructing un-reinforced plain cement concrete pavement, M30 (Grade), for C.C. Pavement ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
28
-
201007.8
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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 Rubble stone masonry in cement mortar for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2.7
-
1363.64
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Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
5
-
3974.25
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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 for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
50.73
-
3888.45
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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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2.67
-
17415.8
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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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
20.52
-
141851.89
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Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.( Vide issue rate letter 22-23 08/04/2022) for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
0.43
-
42574.19
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Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. 1000mm dia for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
7.5
-
48447
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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. for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
29.17
-
12312.66
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Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
10.18
-
10090.42
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
5.07
-
8714.57
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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 specifications Stone/Boulder for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
7.2
-
12360.6
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A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. for 1000mm dia 1 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
2.39
-
16060.99
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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 Rubble stone masonry in cement mortar for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
4.05
-
2045.45
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Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
15
-
11922.75
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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 for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
145.01
-
11115.02
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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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
7.24
-
47224.85
... More
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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
57.734
-
399107.06
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.( Vide issue rate letter 22-23 08/04/2022) for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
1.212
-
119999.82
... More
Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. 1000mm dia for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
22.5
-
145341
... More
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. for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
65.71
-
27736.19
... More
Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
26.26
-
26028.91
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
9.78
-
16810.35
... More
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 specifications Stone/Boulder for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
7.2
-
12360.6
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A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. for 1000mm dia 3 Vent ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
3.69
-
24797.1
... More
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 for 500mm dia burried conduits ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
6.67
-
511.26
... More
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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates for 500mm dia burried conduits ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
0.88
-
5740.04
... More
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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates for 500mm dia burried conduits ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
5.69
-
39334.17
... More
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets for 500mm dia burried conduits ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
10
-
25945.5
... More
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. for 500mm dia burried conduits ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
24
-
10130.4
... More
Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material for 500mm dia burried conduits ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
3.85
-
3816.12
... More
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 for Protection Wall ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
128.8
-
9872.52
... More
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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates for Protection Wall ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
8.4
-
54791.27
... More
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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates for Protection Wall ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
69.72
-
481964.6
... More
Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications.( Vide issue rate letter 22-23 08/04/2022) for Protection Wall ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
1.255
-
124257.24
... More
PRED SR Item No.16.18 Stabilized Sub base / Base: WITH ZYDEX NANO TECHNOLOGY Additives Stabilized Sub base / Base : Providing, Laying, spreading and Compacting in Situ / borrow area soil of CBR Greater Then 5% mixed with 30% crushed aggregate / murum / GSB Grade 2 as per mix design. Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 250mm. Mix aggregates as per mix design with rotavator. (2) Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply 1kg / cum Terrasil organosilane Nanotechnology and 1 kg/ cum Zycobond Acrylic Nano copolymer mixed in OMC water (Less then 1000 ppm TDS) on loose mix. Scarify the treated mix with rotavator (4) Compact partially the surface with vibratory roller. (4) Spread 26.5 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate-cement layer. (5) Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. Rates include all material, labour, hire charges of machinery etc. as per MORD specifications & direction of the Engineer-in-Charge.(Rate-1891.40/Cum) ---- including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. As per technical specification and Direction of Engineer in charge of the work.
10
-
18914
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