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
₹ 2,63,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KRRDA/2020-21/RD/WORK_INDENT4396/CALL-2Bid Award Id
ViewTender No
KRRDA/2020-21/RD/WORK_INDENT4396/CALL-2Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grade, levels & dimensions Excavated material to be used in embankment as per Technical Specifiacation Clause 307 by Mechnical means. 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
4400
-
78540
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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 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 etc., complete. as per the directions of the Engineer incharge of the work
1232
-
46569.6
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Construction of Embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting 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 etc., complete. as per the directions of the Engineer incharge of the work
356.7
-
126967.36
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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 as per Technical Specification Clause 303.1.with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
2416
-
844754.4
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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.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
534
-
539393.4
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. By Manual Means as per the directions of the Engineer incharge of the work
847
-
1880085.9
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. By Manual Means as per the directions of the Engineer incharge of the work, WBM Grading-3
126
-
286694.1
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Providing and applying primer coat with bitumen emulsion (SS-1) of low porosity on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Techinical Specification Clause 502 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
8250
-
450450
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Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. 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
330
-
2001037.5
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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 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
8250
-
1160775
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Providing Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 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 Ordinary Kilometre stone(precast)
4
-
9445.8
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Providing Reinforced cement concrete M15 grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 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 200 Mtr stone (precast)
15
-
9733.5
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Providing and fixing of Retro-reflectorised Traffic Signs, mandatory and informatory sign board as per IRC.67 made of high intensity grade Sheeting vide clause 801.3, Fixed Over alluminum Sheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75mmX 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45x45x60 cm, 60 cm below ground level as per approved drawing. 600mm Equilateral trainagle - Type XI, with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge.
8
-
20790
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Direction and Place Identification Signs upto 0.9 sqm Size Board:- Providing and erecting direction and place identification fixing of retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600mm below ground level as per drawings, with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge.
1.8
-
13003.2
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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 and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge.
60
-
16884
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Providing, laying, rumble strips, 250mm wide and 25mm height in rectangular shape at 1.00m. Center to center for entire formation width of road using pre mx bituminous material, including material, including providing WBM (2Layers) for shoulder portions, applying tack coat, providing 2No.s retro reflective traffic signs as per IRC SP-67-2010 (for details IRC 99-1988), For 3No.s - including WBM layers for length of 2m. on either side of carriage way in shoulder portion, Single lane using SDBC mix material, with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge.
4
-
75797.4
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Providing and fixing of typical 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 and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge.
2
-
22530.9
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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 colourAll sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing, clause 1701 andAnnexture 1700.1 with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge.
1
-
8919.75
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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 andequipment 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
2
-
26783.4
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Reinforced cement concrete M15 grade boundary pillars/ local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 , Complete 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
130
-
76713
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Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets with all lead and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge of the work.
80
-
192024
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KSRRB M800-23.1 Meatl Beam Crash Barrier providing and erecting a "W" METAL BEAM CRASH BARRIER COMPRISING OF 3MM thick corruagated sheet metal beam rail, 70cm aboc=ve road/ground level fixed on ISMC series channel vertical post 150x 75x5mm spaced 2m centre to centre 2m 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 and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge of the work.
190
-
390820.5
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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 approved mix design, laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, 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 and lifts, loading and unloading charges, cost of all materials & conveyance, labour, equipments etc., complete as per detailed specification and direction of the Engineer-in-charge of the work.
140
-
736029
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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 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 as per Technical Specification Clause 202. Rubble stone masonry Cement Mortar
50.53
-
18569.78
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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 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 as per Technical Specification Clause 202,Rubble stone masonary on in Cement Mortor
44.73
-
20430.43
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Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.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 (Upto 600 mm dia)
37.5
-
9725.62
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Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal dressing of sides and bottom and backfilling in trenches with excavated suitable material. In ordinary Soil 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
382.57
-
154252.22
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Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. 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
131.25
-
3996.56
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Providing and constructing plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.P.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 etc., complete. as per the directions of the Engineer incharge of the work
33.84
-
166822.74
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Type A (Concrete Cradle) Bedding, Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 using 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
1.67
-
8756.98
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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 M15 Nominal Mix 1:2.5:5 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
161.72
-
783484.88
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 PCC Grade 15, Nominal mix (1:2.5:5) 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
108.11
-
553955.64
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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 M25 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
34.22
-
213286.42
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Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, 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 R.C.C. Grade M20.
33.1
-
194523.74
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 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
2.97
-
34453.19
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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 1106 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
25
-
76781.25
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Providing and laying reinforced Cement Concrete Pipe NP2 for culverts including pointing ends, and fixing collars with Cement Motor 1:2 including cost of all material, labour, curing complete as per specifications. {450mmΦ}, specification. No. KSRB 1000,2300, MOST Specification No. 1000/2300 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
37.5
-
56621.25
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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 etc., complete. as per the directions of the Engineer incharge of the work
8.248
-
504719.45
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Providing and Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.7 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
105.76
-
109160.18
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9, 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
6.41
-
13218.7
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 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
0.89
-
1024.21
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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 25kg. 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 etc., complete. as per the directions of the Engineer incharge of the work
25.92
-
29828.74
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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 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
128
-
14246.4
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7, 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
16
-
13070.4
... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications, 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
25.89
-
2963.11
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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, 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
10.8
-
25186.14
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Routine maintenance cost for 1st YearFor Flexible pavement 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
2600
-
163800
... More
Routine maintenance cost for 2nd Year For Flexible pavement 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
2600
-
208000
... More
Routine maintenance cost for 3rd Year For Flexible pavement 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
2600
-
262600
... More
Routine maintenance cost for 4th Year For Flexible pavement 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
2600
-
317200
... More
Routine maintenance cost for 5th Year For Flexible pavement 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
2600
-
377000
... More
Renewal coat after completion of 5th Year Maintenance works:Construction of Subgrade & Earthen shoulders with approved Material from borrow Pits obtained from borrow pits with all lift upto & leads, transporting to site,spreading,grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 'PREC DSR Bellary , 2018-19 Item No.3.14 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
180
-
78042.6
... More
Renewal coat after completion of 5th Year Maintenance works: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 surfaces cleaned with Hydraulic brooms as per Technical Specification Clause 503.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
18000
-
281160
... More
Renewal coat after completion of 5th Year Maintenance works:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
18000
-
2624760
... More
Renewal coat after completion of 5th Year Maintenance works: 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
18000
-
1078020
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