Karnataka Rural Road Development Agency 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.
Costs
EMD
₹ 7,53,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KRRDA/2024-25/RD/WORK_INDENT138Tender No
KRRDA/2024-25/RD/WORK_INDENT138Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
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Documents
BOQ Items
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CODE04 - Earth work in surface excavation by mechanical means for lowering & levelingthe ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
1567.6149
95
148923.4155
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CODE05 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered at Rs. 60.00 per m3) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
2408.64
119
286628.16
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CODE06 - Construction of Embankment by excavating the available approved Gravel or 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
14122.49
474
6694060.26
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CODE07 - Granular Sub-base - Grading III Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
2453.22
1427
3500744.94
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CODE08 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening or binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Mechanical means Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
1300.53
2164
2814346.92
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CODE09 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening or binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Mechanical means Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
1300.53
2406
3129075.18
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CODE10 - Prime Coat over WMM or WBM.Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
17340.12
41
710944.92
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CODE11 - Tack coat on Granular surface treated with primer. Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg per m2 on Granular Surface with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
17340.12
14
242761.68
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CODE12 - Close Graded Premix Surfacing or Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG30 bitumen 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 or 60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type - B with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
13871.3699
176
2441361.1024
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CODE13 - Mix Seal Surface (MSS) using 8percent Waste Plastic.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 percent Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
3468.75
166
575812.5
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CODE14 - Construction of Subgrade and Earthen Shoulders.Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
8033.42
493
3960476.06
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CODE15 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
8
2927
23416
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CODE16 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
22
842
18524
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CODE17 - Boundary pillar or Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
1700
748
1271600
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CODE18 - 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 at the rate 250 g per 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.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
114.72
530
60801.6
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CODE19 - Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
5.4
9010
48654
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CODE20 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm or 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:67:2022. 60 cm circular with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
14
4349
60886
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CODE21 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm or 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:67:2022. 60 cm equilateral triangle with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
30
3604
108120
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CODE22 - Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm or 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:67:2022. 90 cm high octagon with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
3
6625
19875
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CODE23 - Providing and Fixing Logo of PMGSY Project. Providing and fixing of typical PMGSY informatory signboard with Logo as per MORD specifications and drawing. i)The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mmsize, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on backon edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm tube postsand these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and thissquare section will be welded to the bottom point of the diamond shaped plate.(ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages or Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777-2019-Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
7
15352
107464
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CODE24 - Providing and Fixing Logo Board of PMGSY at Starting Point Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded or bolted withMS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded or bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Gradeof 600X600X600 mm, 450 mm below ground level.Retro- Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
3
10271
30813
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CODE25 - Providing and Fixing Citizen Information Board A Providing and fixing of typical Citizen Information Board A as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 nos of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two nos of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted or reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777-2019-Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
4
21514
86056
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CODE26 - Providing and Fixing Citizen Information Board B Providing and fixing of typical Citizen Information Board B as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 nos of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted overa two nos of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted or reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777-2019-Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 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.
1
21480
21480
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CODE27 - Providing and Fixing Logo Board of PMGSY at Intermediate Point Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded or bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded or bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600X600X600 mm, 450 mm below ground level.Retro- Reflecting Sheet as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 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.
2
9673
19346
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CODE28 - Providing and Fixing Maintenance Information Board Providing and fixing of typical Maintenance information board as per specifications and drawing. ACP Sheet of 3 mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 nos of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc. Retro-Reflective Sheet as per IRC 67 fixted over a Aluminum composite material(ACP) sheeting of size 900x1500mm of 3mm thick duly bolted or reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777-2019-Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
4
20435
81740
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CODE29 - Dismantling of Structures. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone MasonryII By Mechanical means Dismantling Brick or Tile work or rubble masonry or pitching or etc by mechanical means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
14.62
180
2631.6
... More
CODE30 - Dismantling of Structures.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone MasonryII By Mechanical means Cement Concrete Grade M-15 & M-20 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
5.75
719
4134.25
... More
CODE31 - Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Up to 600mm Dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
15
957
14355
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CODE32 - 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
202.91
102
20696.82
... More
CODE33 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse including cost of labour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
409.5
242
99099
... More
CODE34 - 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m including Cost of De-watering added, where required assessment for dewatering shall be made as per site condition with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
4511.69
107
483201.999
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CODE35 - 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 including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m including Cost of De-watering where required assessment for dewatering shall be made as per site condition with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
327.6
456
149673.888
... More
CODE36 - Supplying, filling, spreading & leveling stone boulders of size range 5 cmto 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
109.42
1002
109638.84
... More
CODE37 - Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
103.44
1192
123300.48
... More
CODE38 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
139.49
5989
835405.61
... More
CODE39 - Providing and laying in position Cement Concrete for all Foundation works.The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (including Formwork, Centering & Scaffolding with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
120.61
6601
796188.8235
... More
CODE40 - Providing S&S RCC SPUN or VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete RCC NP3 Class Pipes of 600mm dia with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
100
3140
314000
... More
CODE41 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.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 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
20
7958
159160
... More
CODE42 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (Additionalities for Formwork,including Centering & Scaffolding with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
22.02
6916
152297.3664
... More
CODE43 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates including Formwork, Centering & Scaffolding with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
47.77
7587
362459.652
... More
CODE44 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates including Centering & Scaffolding with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
143.07
8536
1221252.6735
... More
CODE45 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Formwork, Centering & Scaffolding with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
356.97
8090
2888030.088
... More
CODE46 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates including Formwork, Centering & Scaffolding with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
89.27
8408
750617.868
... More
CODE47 - Steel Fabrication Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification all Other Sub structure with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
11.049
79011
872992.539
... More
CODE48 - Steel Fabrication Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
39.395
86433
3405028.035
... More
CODE49 - Steel Fabrication Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
9.5
86658
823251
... More
CODE50 - Providing weep holes in Brick masonry or Plain or Reinforced concrete abutment, wing wall or return wall with PVC Pipe 110mm outer dia at 2 kg per m2 , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
40
239
9560
... More
CODE51 - PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
5.91
6811
40253.01
... More
CODE52 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
7.88
11835
93259.8
... More
CODE53 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
15.44
13971
215712.24
... More
CODE54 - Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, cc spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
44.4
2329
103407.6
... More
CODE55 - Providing and laying of Filter media with granular materials or 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
115.8
2677
309996.6
... More
CODE56 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular Material with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
342
1168
399456
... More
CODE57 - 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 or Boulder with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
132
1912
252384
... More
CODE58 - 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
121.8374
1912
232953.1088
... More
CODE59 - Strip Seal Expansion Joint. Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer or supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
15
14291
214365
... More
CODE60 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
6
3271
19626
... More
CODE61 - Painting Two Coats on New Concrete Surfaces.Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
15.54
109
1693.86
... More
CODE62 - Routine Maintenance of Flexible Pavement after completion of construction works for 1st Year
4.5649
76856
350839.9544
... More
CODE63 - Routine Maintenance of Flexible Pavement after completion of construction works for 2nd Year
4.5649
95093
434090.0357
... More
CODE64 - Routine Maintenance of Flexible Pavement after completion of construction works for 3rd Year
4.5649
114219
521398.3131
... More
CODE65 - Routine Maintenance of Flexible Pavement after completion of construction works for 4th Year
4.5649
134458
613787.3242
... More
CODE66 - Routine Maintenance of Flexible Pavement after completion of construction works for 5th Year
4.5649
148746
679010.6154
... More
CODE67 - Routine Maintenance of Bridge or Box Culvert after completion of construction works for 1st Year
1
16789
16789
... More
CODE68 - Routine Maintenance of Bridge or Box Culvert after completion of construction works for 2nd Year
1
25871
25871
... More
CODE69 - Routine Maintenance of Bridge or Box Culvert after completion of construction works for 3rd Year
1
30277
30277
... More
CODE70 - Routine Maintenance of Bridge or Box Culvert after completion of construction works for 4th Year
1
34935
34935
... More
CODE71 - Routine Maintenance of Bridge or Box Culvert after completion of construction works for 5th Year
1
39835
39835
... More
CODE72 - 6th Year Renewal:Clearing and Grubbing Road Land.Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, 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.By Mechanical Means using Dozer In area of light jungle with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
9509
4
46308.83
... More
CODE73 - 6th Year Renewal:Maintenance of Drains.The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
7940
5
44781.6
... More
CODE74 - 6th Year Renewal:Construction of Subgrade and Earthen Shoulders.Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
326.28
611
199461.4896
... More
CODE75 - 6th Year Renewal:Tack coat on Bituminous surface.Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg per m2 on the prepared bituminous surface cleaned with mechanical broom with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
17340.12
14
258020.9856
... More
CODE76 - 6th Year Renewal:Mix Seal Surface (MSS) using 8percent Waste Plastic.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 percent Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
17340.12
205
3569290.3008
... More
CODE77 - 6th Year Renewal: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 at the rate 250 g per 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
865
657
568478
... More
CODE78 - Renewal after completion of 5th Year Maintenance works: Maintenance of Culverts. Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
2
2538
5076.56
... More
CODE79 - 6th Year Renewal:Maintenance of Culverts Slab type. Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1909 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
5
5370
26852.2
... More
CODE80 - 6th Year Renewal:White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
86.4
33
2892.672
... More
CODE81 - 6th Year Renewal:Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory or requlatory or cautionary or informatory and place identifications sign board as perdrawings and technical specification Clause 1911 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
4.325
2460
10640.192
... More
CODE82 - 6th Year Renewal:Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Painting two coats with synthetic enamel paint with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
4.325
255
1104.778
... More
CODE83 - 6th Year Renewal:Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, etcequipments etc., complete. as per the directions of the Engineer in-charge of the work
4.325
1407
6087.005
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