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.
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Summary
Improvement Of Road From Tokanahalli To C.gollarahatti( Bommagatta-chornur Cross) From Km 0.000 To Km 7.450, Gollalingammanahalli To Nagenahalli From Km 0.000 To Km 3.200( Execution Chainage- 1.76km), Gundalahalli Cross To Till G.basapura Village Hirehal Cross From Km 0.000 To Km 2.20( Execution Chainage- 1.40km) In Sandur Taluk And Constituency Of Ballari District.
Description
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Contact
Tender Id
KRRDA/2020-21/RD/WORK_INDENT4747Bid Award Id
ViewTender No
KRRDA/2020-21/RD/WORK_INDENT4747Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
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Documents
BOQ Items
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.
186
-
131308.56
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift and lead as per Technical Specification Clause 307. mechanical means.. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
2744
-
50105.44
Clearing the existing black topped surface with brooms soft brushes and finally dusting with old gunny bags and compressed air to recieve bituminuous treatment including cost of all materials, Labour, HOM Of machineries complete as per specifications ,PWD schdule of rates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
5482.92
-
28785.33
Maintenace of bituminous surface road - Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
1321.9
-
411626.44
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping regarding, deepening of side drains as well as catch water drains as per technical specifications clause 1907 with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
15080
-
61074
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
1228.17
-
49826.86
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
642.93
-
241940.99
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen 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 as per Technical Specification Clause 303.1. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
1587.98
-
586282.22
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. (A) By Mix in Place Method , with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
614.17
-
641015.37
Grading - II 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.with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
213.68
-
440838.93
Grading - III 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.with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
531.08
-
1270194.66
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 Low porosity with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
5267.25
-
368602.16
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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
5267.25
-
74794.95
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
30354.77
-
431037.73
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade 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. Type B (II) Bitumen (S-65), Mechanical Means with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
26193.75
-
3507081.19
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 either Type A or Type B or Type C as per Technical Specification Clause 508.with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
10750.17
-
1330226.04
SEAL COAT: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
10750.17
-
501602.93
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 Ordinary Kilometre stone(precast) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
13
-
32239.48
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, 200 m. stone (precast). with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
36
-
23714.64
Retro-Reflectorised Traffic Signs - Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M 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 two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M20 grade cement concrete of 45 cm x 45 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. 600 MM Equilateral triangle - TYPE XI. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
22
-
57172.5
Retro-Reflectorised Traffic Signs - Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M 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 two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M20 grade cement concrete of 45 cm x 45 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. 600mm circle - TYPE XI. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
4
-
12915
Retro-Reflectorised Traffic Signs - Manufacturing, Supply and installation of retro- reflective Cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4 mm thick Aluminum Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over a support frame of 25x25x 3mm MS angle and mounted on 75 mm dia OR 75X75X6MM Mild steel angle of Total height 2.70 M 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 two coats of synthetic enamel paint of black and white colour with bands of 30 cm height alternatively firmly fixed to the ground by means of foundation with M20 grade cement concrete of 45 cm x 45 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. 900mm- TYPE XI-octagonal board with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
4
-
20647.2
KSRRB M800-3. Direction and Place Identification Signs upto 0.9 sqm Size Board:-Maufacturing, Supply and installation of retro-reflective cautionary, Mandatory & Informatory signboards made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2012 specification & fixed over 4mm thick Aluminium Composite Panel sheet having minimum 0.30mm thick aluminium skin on both sides & fixed over support frame of 25x25x3mm MS angle and mounted on 75mm Φ or 75x75x6mm Mild steel angle of total height 2.70m. with clear height of not less than 2.1m. from ground level to the bottom of the Sign board & 60cm below ground level. The Sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30cm height alternatively firmly fixed to the ground by means of foundation with M20 grade cement concrete of 45cmx 45cm x 60cm including cost & conveyence 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. 10years warranty for Retro Reflective Sheeting from 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.
5.4
-
39009.6
Providing and fixing of road stud 100 x 100 mm dia 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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
576
-
176117.76
KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous 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. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803 with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, incidental and equipment charges, and all accessories, fixing and fittings etc., complete as per specification and as per the directions of Engineer-in-charge of work.
308
-
138738.6
Providing and fixing of typical NGNRY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
5
-
50426.25
Providing and fixing of typical Logo as per specifications and drawing. Two MS Plates of 1.6 mm thick, top and Bottom plate duly welded with MS Square channel 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded to 2 nos 50x50x5 mm square channels which is duly embedded in cement concrete M15 Grade of 600x600x750 mm, 600 mm below ground level. All M.S will be stove enameled on both sides, Lettering and printing arrows, border etc,. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour- All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing, clause 1701 and Annexture 1700.1 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
1
-
7342.65
Providing and fixing of typical citizen information/Annual Maintenance informatory board as per specifications and drawing. Two Cl/GI Plates of 5mm thick, top and Bottom plate duly welded with M.S flat iron 50mm x 5mm size on back on edges. The M.S flat iron frame will be welded to 2nos vertical and 2 nos horizontal 75NB (Heavy) class, 4.50mm thick steel tube post and duly embedded in cement concrete M15 Grade of 600x600x750 mm, 600 mm below ground level.All M.S will be stove enameled on both sides,Lettering and printing arrows, border etc,. painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing etc.. complete including erection, fixing , tieing, cutting, grinding, shaping, etc.. complete including cost of materials, labour, hire charges of machinery and equipment with all lead and lift, loading and unloading charges, fuel charges including all incidental charges as per the direction of the Engineer in charge and Technical Specification. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
4
-
62588.4
KSRRB M800-23.1 Meatl Beam Crash Barrier providing and erecting a "W" Meatl Beam Crash Barrier comprising of 3mm thick corruagated sheet metal beam rail, 70cm above road/ground level fixed on ISMC series channel vertical post 150x 75x5mm spaced 2m centre to centre, 1.8m high with 1.1m below ground level/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS:1367 and IS:1364, metal rail to be fixed on vertical post with spacer of channel section 150 x 75x 5mm, 300mm long complete as per clause 800.10 complete as per specifiactions excluding cost of earth work excavation and pcc for fixing A,Type-A "W" MORTH specifiaction no 810. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
150
-
308542.5
KSSRB : M800-16. Boundary pillar :- Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting complete as per Specifications. MORTH Specification No. 806, with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
145
-
93023.3
Providing and constructing 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 0.28 cum capacity and appropriate weigh batcher using appproved 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, Bitumin, primer, debonding strips, joint filler board, Bitumin 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, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
604.13
-
3176122.86
Dismantling of 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 as per Technical Specification Clause 202.Rubble stone masonary in Cement mortar with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
42.13
-
16238.17
Removing all types of Hume pipes and stacking within a lead including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (Up to 600 mm dia). with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
52.5
-
19329.98
Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead stacking serviceable and unserviceable materials separately with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
42.75
-
49301.86
Earthwork in 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 dressing of sides and bottom and backfilling in trenches with excavated suitable material. In ordinary Soil. Up to 3m. depth, with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
325.06
-
137688.91
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C. grade M-10, Nominal mix 1:3:6. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
36.751
-
190213.62
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M-15, Nominal mix 1:2.5:5. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
115.45
-
587261.82
Providing & Laying Type A (Concrete Cradle)Bedding with M15 Grade Cement Concrete as per Clause 1105(i) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
0.94
-
5175.28
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 Specification No.1000 / 2300. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
75
-
113242.5
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 R.C.C. grade M-15, Nominal mix 1:2.5:5. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
52.14
-
280514.76
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 1106., 1000mm. Dia single row. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
22.5
-
139806.22
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 1106.750mm. Dia single row. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
87.5
-
282140.25
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
1.98
-
127221.02
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, Granular material, with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
105.41
-
114192.76
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302, Stone/Boulder, with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
43.2
-
52223.18
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. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
12.82
-
15497.71
Routine Maintenance after completion of construction works For 1st Year Pavement with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
10.145
-
415945
Routine Maintenance after completion of construction works For 2nd Year pavement. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
10.145
-
684787.5
Routine Maintenance after completion of construction works For 3rd Year pavement. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
10.145
-
877542.5
Routine Maintenance after completion of construction works For 4th Year pavement. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
10.145
-
1079428
Routine Maintenance after completion of construction works For 5th Year pavement. with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments, HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
10.145
-
1294502
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 303.1with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
737.625
-
283697.95
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distribuor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminou surface cleaned with Hydralic broom as Technical Specification Clause 503.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
36943.92
-
650212.99
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 above 8% 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. (By Mechanical Means) with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments HoM of all Machinaries etc., complete as per the Specification and as per the directions of the Engineer incharge
36943.92
-
6133429.6
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