Ministry Of Road Transport And Highways Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 7,23,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Renewal Of Road From B.l.d.e. Hospital Vijayapur To Mallikarjun Ashram Back Side Road Up To Shiddarud Math
Description
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Contact
Tender Id
2024_MoRTH_831978_1Tender No
ENH/VJP/PB/CRIF/2024-25/1371Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
:Compacting original ground supporting embankment
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction in layers , spreading, braking, clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation to the desired field density not less than 97% of maximum dry density including all labour, usage charges of all machinery etc., complete. nd as directed by Engineer-in-charge of the work
2580.3
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Construction of Embankment with Material obtained from Borrow pits
Construction of embankment with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete as per table 300-2. nd as directed by Engineer-in-charge of the work
1045
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Construction of Subgrade and Earthen Shoulders :
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete (New road formation) and as directed by Engineer-in-charge of the work
2011.56
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Construction of granular sub-base by providing spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401, including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. (Compacted thickness) and as directed by Engineer-in-charge of the work, By Mix in Place Method, Grading-V Material (Close graded) and as directed by Engineer-in-charge of the work
984.9
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Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, with lead of mixed material (Compacted thickness). Laying Using Grader and as directed by Engineer-in-charge of the work
1828.5
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Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, including lead for emulsion. and as directed by Engineer-in-charge of the work
11527
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects to achieve the desired compaction including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete, including lead for bitumen, lead of mixed material, excluding cost of primer/ tack coat - 50 mm compacted thickness Using Bitumen 60/70 Grade (VG-30) and as directed by Engineer-in-charge of the work.
576.35
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Tack Coat on Bituminous surfaces. Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery,lead,lift, loading & unloading etc., complete, Including lead for emulsion and as directed by Engineer-in-charge of the work
11527
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Bituminous Concrete - Grading -II :Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 5.4 per cent of mix and filler at 2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, Including lead for bitumen, with a lead of mixed material, excluding cost of primer/ tack coat- 30 mm compacted thickness and as directed by Engineer-in-charge of the work
345.81
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Road marking with Hot Applied Thermoplastic compound with Reflectorising Glass beads on Bituminous surface Providing and laying of hot applied thermoplastic compound 2.50 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete 2.50 mm thick and as directed by Engineer-in-charge of the work
476.8
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Solar Powered Road Marker ( Solar Stud) :Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.and as directed by Engineer-in-charge of the work
310
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs),3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc complete and as directed by Engineer-in-charge of the work
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90 cm equilateral triangle
30
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60 cm Circular,
10
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Project display board of size 1.80 x 1.60 m and 2.8 m from ground level:- Providing and erecting project display board of size 1.80 vertical x 1.60m horizontal made of cold rolled coil sheet 16 guage (1.6mm thickness) sheeting strenghtened by welding to MS angle of size 35 x 35 x 5 mm iron frame work on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, background of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 nos firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cms x 45cms x 60cms, 60cms below ground level and board 2.80m from ground level as per approved drawing(excluding cost letterings ) including cost of all materials, all, labour, lead lifts loading and unloading transportating etc., complete and as directed by Engineer-in-charge of the work
6
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 as per drawing, form work, curing including cost of all materials all labour, usage charges of all machinery, all lead, lifts, loading, unloading transporting etc., complete. Using concrete Batching and Mixing plant item mix lead is included. ii.PCC M20 for Kerb Cast in Situand as directed by Engineer-in-charge of the work
1446
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Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) and as directed by Engineer-in-charge of the work
1661
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Painting Two Coats on New Concrete Surfaces :-Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. and as directed by Engineer-in-charge of the work
101.6
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Providing street light
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Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect. and as directed by Engineer-in-charge of the work
32
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Earthwork excavation for roadway in soil by mechanical means with hydraulic excavator of 0.9 cum bucket capacity including cutting, and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, unloading, with all lifts & lead , including all labour, hire charges of all machinery etc., complete as per the direction of Engineer in charge of work and in accordance with MoSRT&H technical specifications clause No.301.
32
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Providing & laying Plain/Reinforced cement concrete (M-15) in open foundation using 40mm and downsize granite/trap/basalt aggregates and clean sieved approved sand including mixing mechanically,laid in layers not exceeding 15cms thick layers,as per drawing including cost of all materials, formwork, centring, vibrating, compacting, hire charges of machinery,all lead and lifts, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc,complete except lead for cement.(excluding cost of steel and fabrication charges) as per the direction of Engineer in charge of work and in accordance with MoSRT&H technical specifications clause 2100, using Batching plant, Transit mixer and Concrete pump and as directed by Engineer-in-charge of the work
32
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Providing & laying Plain/Reinforced cement concrete (M-20) in open foundation using 20mm down size granite/trap/basalt aggregates and clean sieved approved sand including mixing mechanically,laid in layers not exceeding 15cms thick layers,as per drawing including cost of all materials, formwork, centring, vibrating, compacting, hire charges of machinery,all lead and lifts, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc,complete except lead for cement.(excluding cost of steel and fabrication charges) as per the direction of Engineer in charge of work and in accordance with MoSRT&H technical specifications clause No 2100, using Batching plant, Transit mixer and Concrete pump and as directed by Engineer-in-charge of the work
32
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Providing TMT Steel bar reinforcement confirming to IS-1786, Fe-500 Grade designation in sub structure including straigthening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tyeing lapping and/or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks,and wastages shall not be measured and paid) including cost of all materials , bar bending charges, labour with all lead and lifts etc., complete including lead for steel as per the direction of Engineer in charge of work .
1.28
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Fabricating, supplying and erection of ... ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom ..... mm , top ... mm with 3 mm thick, suitable base plate and 4Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.10 m - Top 75 mm and Bottom 165 mm dia. as per the direction of Engineer in charge of work .
32
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Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. as per the direction of Engineer in charge of work .
32
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Supplying and Fixing........mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires.Using 40mm dia G.I.Pipe and as per the direction of Engineer in charge of work .
32
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Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.10 mm2. and as per the direction of Engineer in charge of work .
960
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Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 : 2C x 4 mm2 . and as per the direction of Engineer in charge of work .
960
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Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 : 2C x 4 mm2. and as per the direction of Engineer in charge of work .
384
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Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Double Arm Bracket with 2000 mm Standard 40/50 mm dia. and as per the direction of Engineer in charge of work .
32
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RCC Drain
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. Ordinary soil - Mechanical Means (Depth upto 3 m) and as directed by Engineer-in-charge of the work
2257.2
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PCC Grade M15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., complete with a lead of concrete mix (excluding cost steel & fabrication charges). PCC Grade M15 using batching plant & manual placing and as directed by Engineer-in-charge of the work
217.44
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Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation stacking charges, finished exposed faces etc., complete with a lead of concrete mix (excluding cost steel & fabrication charges). RCC Grade M20 using batching plant transit mixer & Concrete pump and as directed by Engineer-in-charge of the work
635.9
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Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in Foundation, including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) with all lead, lifts, loading, unloading, transporting,, stacking neatly, etc., complete, as per drawing & Technical specifications. and as directed by Engineer-in-charge of the work
81.21
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Box Culvert (2M X 2M)
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. . Ordinary soil, Mechanical Means uing Hydraulic excavator, Depth upto 3m and as directed by Engineer-in-charge of the work
222.63
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Construction of Embankment with Material obtained from Borrow pits
Construction of embankment with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete as per table 300-2. and as directed by Engineer-in-charge of the work
196.07
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete. with a lead of concrete mix . (excluding cost steel & fabrication charges), Using Concrete Mixer (PCC Grade M15 using batching plant & manual placing) and as directed by Engineer-in-charge of the work
18.35
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete. lead of concrete mix . (excluding cost steel & fabrication charges) RCC Grade M25 using batching plant transit mixer & manual placing and as directed by Engineer-in-charge of the work
36.51
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Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in Foundation, including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) with all lead, lifts, loading, unloading, transporting,, stacking neatly, etc., complete, as per drawing & Technical specifications. and as directed by Engineer-in-charge of the work
7.17
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RCC Grade M25 using batching plant transit mixer & Concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete. Height upto 5m and as directed by Engineer-in-charge of the work
82.81
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete. (B)RCC M25 (a)Using Concrete Mixer (i)For solid slab super-structure (p)Height upto 5m and as directed by Engineer-in-charge of the work
32.58
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PCC grade M15 using batching plant & concrete pump, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete. and as directed by Engineer-in-charge of the work
12.6
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Reinforced cement concrete approach slab including formwork, vibrating, compacting, cost of all labour, materials, usage charges of machinery, including reinforcement, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete. as per drawing and Technical specification. and as directed by Engineer-in-charge of the work
25.2
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications. and as directed by Engineer-in-charge of the work
5.73
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Drainage Spouts complete as per drawing and Technical specification, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by Engineer-in-charge of the work
4
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting,, etc., complete. and as directed by Engineer-in-charge of the work
54.67
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Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting,, etc,. complete, as per approved drawings and specifications. and as directed by Engineer-in-charge of the work
23.8
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification, including cost of all materials all labour, fixing in position material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by Engineer-in-charge of the work
15.34
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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with TMT reinforcement conforming to MoRT&H specification and as per detials given IRC-5 (Fig-5,B) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations, directed by the Engineer, all as specified. (area-0.243 sqm/mtr, single phase) including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. M 25 grade concrete (Area-0.243 Sqm. /Meter) and as directed by Engineer-in-charge of the work
24.68
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. and as directed by Engineer-in-charge of the work
33.32
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Pipe Culvert 1 Row of 1200 mm dia
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts,labour, spreading usage charges of all machinerirs etc., complete. Mechanical Means (Depth upto 3 m) and as directed by Engineer-in-charge of the work
30.02
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Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. and as directed by Engineer-in-charge of the work
3.7
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Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. (excluding cost of steel and fabrication charges) RCC Grade M20 using batching plant transit mixer & manual placing and as directed by Engineer-in-charge of the work
20.4
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Providing & laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row, including fixing collar with with cement mortar 1:2, but excluding excation, protection works, backfilling, concrte and masonry works in headwall and parapetes, including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. 1200 mm dia and as directed by Engineer-in-charge of the work
12.5
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Back filling behind abutment, wing wall and return wall including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specification. Granular material and as directed by Engineer-in-charge of the work
5.99
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-
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) and as directed by Engineer-in-charge of the work
59.41
-
-
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. and as directed by Engineer-in-charge of the work
20
-
-
Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete. and as directed by Engineer-in-charge of the work
0.1
-
-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.and as directed by Engineer-in-charge of the work
14.8
-
-
Pipe Culvert 2 Row of 1200 mm dia
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts,labour, spreading usage charges of all machinerirs etc., complete. Mechanical Means (Depth upto 3 m) and as directed by Engineer-in-charge of the work
92.93
-
-
Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. and as directed by Engineer-in-charge of the work
6.89
-
-
Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. (excluding cost of steel and fabrication charges) RCC Grade M20 using batching plant transit mixer & manual placing and as directed by Engineer-in-charge of the work
32.37
-
-
Providing & laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row, including fixing collar with with cement mortar 1:2, but excluding excation, protection works, backfilling, concrte and masonry works in headwall and parapetes, including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. 1200 mm dia and as directed by Engineer-in-charge of the work
12.5
-
-
Back filling behind abutment, wing wall and return wall including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specification. Granular material and as directed by Engineer-in-charge of the work
39.14
-
-
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) and as directed by Engineer-in-charge of the work
66.8
-
-
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. and as directed by Engineer-in-charge of the work
20
-
-
Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete. and as directed by Engineer-in-charge of the work
0.17
-
-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.and as directed by Engineer-in-charge of the work
23.48
-
-
Pipe Culvert 3 Row of 1200 mm dia
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts,labour, spreading usage charges of all machinerirs etc., complete. Mechanical Means (Depth upto 3 m) and as directed by Engineer-in-charge of the work
88.57
-
-
Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. and as directed by Engineer-in-charge of the work
9.49
-
-
Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete. (excluding cost of steel and fabrication charges) RCC Grade M20 using batching plant transit mixer & manual placing and as directed by Engineer-in-charge of the work
38.11
-
-
Providing & laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row, including fixing collar with with cement mortar 1:2, but excluding excation, protection works, backfilling, concrte and masonry works in headwall and parapetes, including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete. 1200 mm dia and as directed by Engineer-in-charge of the work
37.5
-
-
Back filling behind abutment, wing wall and return wall including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specification. Granular material and as directed by Engineer-in-charge of the work
61.33
-
-
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) and as directed by Engineer-in-charge of the work
66.85
-
-
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. and as directed by Engineer-in-charge of the work
20
-
-
Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete. and as directed by Engineer-in-charge of the work
0.49
-
-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete.and as directed by Engineer-in-charge of the work
28.24
-
-
KUWSDB (Utility Shifting )
-
-
-
Earthwork excavation for pipeline trenches in all kinds of soils by Imechanical means above 600 mm trench width as per drawing and specifications, including setting out, strutting, barricading, caution vights, bracing, using sight rails & boning rods at ever heroelete nevere necessary as directed flera boning stumps and other deleterious matter, dressing of sides and levelling thebottom of trench fto the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata
By mechanical means and as directed by Engineer-in-charge of the work
-
-
-
All kind of soils Depth upto 1.50 M
392.4
-
-
Ordinary/ soft rock (without requiring blasting)
228.9
-
-
Hard rock (Blasting prohabited)
32.7
-
-
Supplying HDPE pipes confirming to IS 4984 1995 with latest ammendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying tue to line and jointing of pipes and specials including encasing the pipe around to a depth of not less than 15 cms with soft gravel or selected earth available from the excavatin etc complete, giving hydraulic test as per relevent ISS with all lead and lift including testing and The rate is exclusive of required specials and ttings etc complete, PE-100 PN8.0 and as directed by Engineer-in-charge of the work
-
-
-
160mm dia PE-100 PN-8
530
-
-
75mm dia PE-100 PN-8
560
-
-
Supplying HDPE Specials Grade PE 100, 12 KSC conforming to IS 4984.1995 with latest amendments -5% cost of the pipe and as directed by Engineer-in-charge of the work
1
-
-
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50m, and lift upto 1.5 m. Including cost of all labour complete as per specifications and as directed by Engineer-in-charge of the work and as directed by Engineer-in-charge of the work
654
-
-
Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia, with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846- 2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 "O" rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. and as directed by Engineer-in-charge of the work
-
-
-
150 mm dia PN 16
1
-
-
80mm dia PN 1.6
1
-
-
Providing fixing and Commissioning of pressure relief valve with all allied accessories and as directed by Engineer-in-charge of the work
1
-
-
Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey 300 mm dia encasing pipe and as directed by Engineer-in-charge of the work
30
-
-
Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and as directed by Engineer-in-charge of the work and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm/GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface, including providing 40mm dia. "A" class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 2mm GI pipe by making U shape for the meter point below the ground level by making pit with sufficent space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS / Brass ferrule of size 1/2" x 3/4" and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16 /SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator,
-
-
-
water tight cap with O'ring, long spigot for making bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 & EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC - NSF, UK and DVGW certificate, Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes, as per diagram, all specials such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and brass or SS tap The excavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1:8 and providing coping in CC 1:3:6wherever required and the stone slab covering should be refixed in position with pointing in CM 1:3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials, cement, sand water etc., required for these works. The road suface should be compacted well and brought to the original condition and the excess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters: (for minimum length of 2m) etc. complete
15 mm Dia 3 meters and as directed by Engineer-in-charge of the work
20
-
-
Construction of RCC Valve Chamber of size 1.5 X 1.5 m and as directed by Engineer-in-charge of the work
1
-
-
UGD Line
-
-
-
Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. m³ 575.00 and as directed by Engineer-in-charge of the work
2880
-
-
Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying
to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to
correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to required pressure and commissioning etc complete. (Contractor will make his own arrangements for procuring water for testing). before execution of the work the contractor shall carry out the survey.and as directed by Engineer-in-charge of the work
600
-
-
Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings specification and direction of teh Engineeer For 1.2m dia Machinehole: Constructing Pre-cast RCC Machinehole 1.2 m internal dia. ,3.0M depth
& SFRC cover & frame and as directed by Engineer-in-charge of the work
30
-
-
Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 and as directed by Engineer-in-charge of the work
10
-
-
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications and as directed by Engineer-in-charge of the work
2880
-
-
Electricity Supply poles shifting
-
-
-
Rabit ACSR Conductor with 1.5% Sag
1.19
-
-
Releasing and re-stringing Rabbit ACSR conductor with 1.5% sag
2.04
-
-
9 mtr Long RCC Pole
8
-
-
Relesaing and re-erection of 9 mtr long PSC/RCC pole
7
-
-
4 Pin X Arms, clamps with nuts and bolts etc.
14
-
-
2 Pin X Arms, clamps with nuts and bolts etc.
14
-
-
11 Kv Horizontal cross arm with H T Single top support Clamp, bolts, nuts and washers GI
14
-
-
11 Kv Pin insulator with GI Pin
48
-
-
8 Kv Strain Insulator
12
-
-
11 Kv 45KN Polymeric Disc Insulators
12
-
-
11 Kv Polymeric Pin insulator
36
-
-
Spiral earth electrode
15
-
-
Releasing and re-erection of 3 Ph 11kV/433V, 100KVA dtc as per cost data sheet no .26
1
-
-
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