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.
Karnataka Rural Road Development Agency - KRRDA Tender
Civil Works Roads
Opening Date5 Mar 2021
Closing Date15 Mar 2021
Tender Amount₹ 13,42,27,492
Costs
EMD
₹ 15,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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/2020-21/RD/WORK_INDENT5100Bid Award Id
ViewTender No
KRRDA/2020-21/RD/WORK_INDENT5100Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Construction of UNLINED SURFACE DRAINS of average cross sectional area 0.40sqm in soil to specified lines, graded, levels And dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by MECHANICAL means.
37632
-
654420.48
SCARIFYING EXISTING GRANULAR SURFACE to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4
5775
-
145068
SCARIFYING THE EXISTING BITUMINOUS ROAD SURFACE to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
2643.75
-
15333.75
LOOSENING, LEVELLING 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
1720.91
-
24935.99
CONSTRUCTION OF EMBANKMENT with approved materials DEPOSITED AT SITE from roady way cutting and excavation from Drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5
12879.62
-
497668.52
CONSTRUCTION OF EMBANKMENT with approved material obtained from BORROW PITS with a lift upto 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5
26078.53
-
9346284.37
CONSTRUCTION OF SUBGRADE AND EARTHERN SHOULDERS with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical specification clause 303.1
22129.33
-
7781115.01
CONSTRUCTION OF GRANULAR SUB-BASE by providing well graded material, 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 Specification Clause 401. GRADING III material
7660.71
-
7614822.35
Providing, laying, spreading and compacting Available stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.with all lead, lifts,loading & unloding charges, cost and conveyance of all materials, labour,equipments etc., complete. WBM Grade II as per the directions of the Engineer incharge of the work.
210.8639
-
193573.06
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. By Mechanical means
5014.736
-
9853153.88
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
5427.305
-
12362478.15
Providing and applying PRIMER COAT with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.05 kg/sqm using mechanical means as per Technical Specification Clause 502 LOW POROSITY.
69674.6
-
4643812.09
Providing and applying TACK COAT with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the PREPARED GRANULAR SURFACE treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
69674.6
-
942000.59
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508.Case II By Mechanical Means using Bitumen
69674.6
-
8211151.61
Providing and laying SEAL COAT sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510. By Mechanical Means, Case II : TYPE B, Bitumen (S-65)
69674.6
-
3096339.22
Construction of 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 provision of construction joints, bitumen, primer, debonding, strips, joint filler board, bitumen sealant, curing of concrete slabs for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.
1233.415
-
6175708.9
Providing and LAYING PITCHING on slopes laid over prepared filter media as per drawing and technical specifications clause 1302
418.83
-
482198.98
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th KM STONE
3
-
11829.63
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 KM STONE
18
-
42513.66
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200M STONE
76
-
47680.12
Supplying and fixing in position NEW GUARD STONES of granite/trap/sand stone/Shahabad roughly dressed, of size 700mm x 200mm x 200mm including excavation, painting with white and black paint 15cms wide strip alternatively etc., complete
1890
-
1154771.1
KSRRB M800-2. Retro-Reflectorised Traffic Signs - Manufacturing, supply and installation of retro- reflectorised cautionary, mandatory and informatory signboards made out of cube corner micro prismatic grade sheeting confirming to 600 MM Equilateral triangle type XI standards of IRC :67:2012 specifications & fixed over 4 mm thick aluminium composite panel sheet having minimun 0.30 thick aluminium skin on both sides & fixed over a support frame of 25x25x3 mm MS angle and mounted on 75mm dia OR 75x75x6mm Mild steel angle of total height 2.70m with clear height of not less than 2.10 m from the ground level to the bottom of the sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and white colour with brands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M20 grade cement concrete of 45 cm x45 cm x 60 cm including cost & conveyance of all materials, equipment, machinery & labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. 10 years warranty for retro reflective sheeting from the original sheeting manufacturer as per clause 6.9 in IRC 2012 & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be obtained from the supplier.
116
-
287100
Providing and erecting DIRECTION AND PLACE IDENTIFICATIONS OF SEMI REFLECTIVE SIGN BOARDS as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
7.2
-
21098.23
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/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 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
2
-
14822
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/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 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
2
-
14114
Providing and fixing of typical PMGSY informatory sign board 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 mm size, 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 back on 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 plainsurface 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 dia medium steel tube posts and 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 this square 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/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
4
-
50096.56
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 no's 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 no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/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
2
-
30178
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 no's 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 no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/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
2
-
30140
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 no's 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/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
1
-
15617
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 no's 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/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
1
-
14846
Providing Road Humps for the entire formation width, using bituminous premix materials and heavy duty cobble stones 60 mm thick, having road hump dimension of 1 00 mtr (width) X 0 15 mtr (height) rectangular sections and ramp on either side of road hump of 0.85 mtr (wide), including providing WBM (2 layers) for shoulder portion 1.7mts in length on either side, completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC SP67-2010 (for details refer IRC 99-1988).
6
-
193410
KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/ Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803
540
-
231660
Earthwork excavatin for watersupply & sanitary lines, Electrical conduits either in pits or trenches ( Upto 600mm trench width) as per drawing and technical specification , including setting out, construction of shoring and strutting, barricading, danger lighting, bracing, removal of stumps and other deleteriousmatter, dressing of sides and bottom including backfilling the excavated earth to the extent required and utilising the remaining earthlocally for the work. in the following classifications By Mechanical Means
625.95
-
183678.77
Providing and installing at site of work P.V.C. pipes, including cost of pipes and specials and labour including lowering into trenches, laying true to line level and perfect linking at joints, leak proof including jointing of approved type with all labour and lift charges, handling charges including encasing the pipe alround to a depth not less than 15Cms with gravel or selected earth available from the excavation etc. complete.
1330
-
308347.2
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with a lead of 200 meters.
625.95
-
72209.59
Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
390
-
113568
DISMANTLING 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 of 1000 m as per Technical Specification Clause 202. CEMENT CONCRETE
45.42
-
25754.96
DISMANTLING EXISTING STRUCTURES like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. RUBBLE STONE MASONRY IN CEMENT MORTAR
51.52
-
18911.96
REMOVING all types of HUME PIPES and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. UPTO 600 MM DIA.
60
-
15591
EARTHWORK EXCAVATION for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. In ORDINARY SOIL Upto 3.00 m Depth
6833.58
-
2756734.51
KSRB 2.12 : Providing SAND PILES with all leads lift of 1.5m. for stabilising foundation after duly making 5 cms. dia holes to a depth of 1.2 to 1.5m. at 0.5m c to c and filling with sand and tamping wherever required including cost of materials, labour complete as per specifications.
206.26
-
65796.94
FILLING IN FOUNDATION trenches as per drawing and technical specification Clause 305.3.9SAND FILLING
163.67
-
337435.17
Providing concrete for plain/reinforced concrete M10 GRADE IN OPEN FOUNDATION complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
937.41
-
4620756.36
Laying concrete CRADLE BEDDING with M15 Grade Cement Concrete as per Clause 1105
1.54
-
8074.91
Providing concrete for plain/reinforced concrete in OPEN FOUNDATIONS complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC grade M15 NOMINAL MIX 1:2.5:5
76.56
-
370894.15
Plain / Reinforced CEMENT CONCRETE IN SUBSTRUCTURE complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204. FOR HEIGHT UPTO 5M, PCC GRADE M15 NOMINAL MIX 1:2.5:5
1247.9883
-
6394492.37
Plain/Reinforced CEMENT CONCRETE IN SUB STRUCTURE complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204. For HEIGHT UPTO 5m, RCC GRADE M25
112.46
-
700887.83
Supplying, fitting and placing TMT BAR REINFORCEMENT (Fe 415) in SUBSTRUCTURE complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
40.2
-
2459973.47
Providing and laying reinforced CEMENT CONCRETE IN SUPERSTRUCTURE as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-20 MIX
60.84
-
437263.77
Providing and laying reinforced CEMENT CONCRETE PIPE NP3 600MM DIA for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MORT & H Specification No.1000 / 2300
7.5
-
23925
Providing and laying reinforced CEMENT CONCRETE PIPES 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 1106. 1000 MM DIA
67.5
-
399446.1
BACK FILLING behind abutment wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 Granular materials with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete as per the directions of the Engineer incharge of the work.
565.74
-
583690.93
Providing and laying BOULDER APRON for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
962.22
-
1107803.89
Providing and laying a BURIED EXPANSION JOINT, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100mm long galvanised nails spcaed 300mm c/c along the centre line of the plate, as per technical specifications clauses 1207.2.3
62.5
-
56729.38
Providing and laying cement concrete WEARING COURSE M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
13.93
-
161585.49
Reinforced Cement Concrete M 25 GRADE APPROACH SLAB including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
26.4
-
268536.05
Providing WEEPHOLES in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
100
-
11156
Construction of R.C.C. RAILING OF M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
95
-
245799.2
Providing and laying FILTER MEDIA with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
97.28
-
226866.69
DRAINAGE SPOUTS complete as per drawing and technical specifications Clause 1209
24
-
37861.2
Providing and laying reinforced CEMENT CONCRETE PIPE NP2 450MM DIA for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MORT & H Specification No.1000 / 2300
220
-
316360
Routine maintenance after completion of construction work For 1st Year
18.832
-
1195832
Routine maintenance after completion of construction work For 2nd Year
18.832
-
1685464
Routine maintenance after completion of construction work For 3rd Year
18.832
-
2118600
Routine maintenance after completion of construction work For 4th Year
18.832
-
2576217.6
Routine maintenance after completion of construction work For 5th Year
18.832
-
3065849.6
6th Year Renewal after maintenance:CLEANING AND GRUBBING ROAD land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a le`ad of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.In NON-THORNY jungleBy MECHANICAL means
6.82
-
166130.29
6th Year Renewal after maintenance:CONSTRUCTION OF SUBGRADE AND EARTHERN SHOULDERS with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical specification clause 303.1
1361.67
-
593701.74
6th Year Renewal after maintenance:Construction of UNLINED SURFACE DRAINS of average cross sectional area 0.40sqm in soil to specified lines, graded, levels And dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by MECHANICAL means.
37664
-
812035.84
6th Year Renewal after maintenance:Providing and applying TACK COAT with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared BITUMINOUS SURFACE cleaned with Hydraulic broom as per Technical Specification Clause 503.
69674.6
-
1001224
6th Year Renewal after maintenance: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 penetration grade bitumen ( with addition of processed waste plastic of Up to 8 % 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509(Rates Inclusive of Supervision at site from waste plastic Suplier)
69674.6
-
11231545.52
6th Year Renewal after maintenance:KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/ Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 standards specified. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803
3090
-
1643756.4
6th Year Renewal after maintenance:Maintenance to Hume Pipe Culverts by way of Clearing, Cleaning, Erossion Repair, Repair to Cracks,Parrapet wall and Protection works as per drawing and Technical clause 1908.
12
-
21604.32
6th Year Renewal after maintenance:Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
18.832
-
33182.55
6th Year Renewal after maintenance:Supplying and fixing in position NEW GUARD STONES of granite/trap/sand stone/Shahabad roughly dressed, of size 700mm x 200mm x 200mm including excavation, painting with white and black paint 15cms wide strip alternatively etc., complete
120
-
90915.6
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements