Works Department Tender
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Costs
EMD
₹ 6,63,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_84416_30Bid Award Id
ViewTender No
CCENC (R AND B) /14/ 2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Excavation of soil using Hydraulic Excavator and Tippers with Disposal upto 2 km lead, including cutting and loading in tippers, trimming buttom and side slopes, in accordance with requirements of line grades and cross section, and transporting to the embankment location within all laeds and lifts as per technical specifications and as directed by the Engineer-in-charge.
3735.93
-
42.51
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Loosening, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specification Cl. 305.3.4 of specification for road and bridge works MORT&H (5th revision) complete as per direction of Engineer-in-charge.
2278.92
-
20.7
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Providing, laying, spreading Coarse sand in layers not exceeding 225mm thick watering and compacting to the required density in O.M.C. with Vibratory Roller with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only).
3367.84
-
766.71
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Providing, laying, spreading Coarse sand in layers watering and compacting to the required density with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete.
228.5
-
743.27
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 KMs spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost of royalty.
29253.02
-
128.7
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Construction of embankment with approved material obtained deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted by mechanical means spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost of royalty.
3251.09
-
54.98
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Collecting, supplying, conveying and spreading on road surface gravel or good laterite moorum for road work in layers not exceeding 225mm thick including watering and rolling with P.R.R. including hire and running charges of P.R.R. with cost, conveyance, royalties and taxes of all materials and T&P with labour required including carriage of water with all leads and lifts etc. complete in all respects as per direction of the Engineer-in-charge. (Measurement will be taken on finished section only).
1650.9
-
648.43
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Furnishing and laying of live sods of perrinial turf grass on embankment slope within all leads and lifts by mechanical means includinf cost conveyance all materials with T&P required for the work complete in all respect as directed by Engineer In Charge
17500
-
17.73
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Construction of granular sub-base by providing d Granular sub-base Grading-IV material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H Specifications for Road & Bridge works (Latest Revision) as per direction of Engineer-in-charge.
2891.31
-
2255.6
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Supplying, mixing, providing laying and compacting graded stone aggregaresto Wet Mix Macadam (WMM) specification in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (Latest revision) & as per direction of Engineer-in-charge.
8068.77
-
2245.66
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Supplying, providing, spraying & primer coat over prepared granular base (WMM) with Bituminous emulsion of medium porosity (slow setting) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete @ 0.60 Kg/ Sqm as per Cl.502 of Technicalspecification for road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge
30871.83
-
26.17
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Supplying, providing and applying tack coatwith bitumen emulsion (Rapid Setting) complying with IS:8887-2004 spraying with the help of a self propelled pressure sprayer to spread uniformly @ 0.20 Kg /Sqm over the cleaned prepared dust free surface as per Clause.503 of technica specification of road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge
30871.83
-
9.25
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Providing and laying 50mm thick bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site,laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoRT&H Specification for Road & Bridge works (Latest Revision)
1543.6
-
7287.75
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Providing and laying Semi Dense Bituminous Concrete with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder using 60/70 penetration grade bitumen @4.5 to 5 per cent of 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 compactin as perf MoRT&H specification Clause No.508 for Road & Bridge works (4th Revision) complete in all respect and as per direction of Engineer-in-charge.
771.79
-
9493.9
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600.1 cement content not to be less than 150Kg/Cum ,optimum moisture content to be determined during trial length construction, concrete strngth not to be less than 10mpa at 7 days mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller finishing & curing as per clause 601 of MoSRT& H specification for Road & Bridge work( Latest Revision) ,including cost conveyance roalties of all materials complete in all respect as dircted by Engineer-In-Charge.
75.23
-
3565.48
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a .By semimechanise method.
330.99
-
6405.9
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Providing & fixing RCC M-15 RCC Guard Post/ 5th Km. stone/ Ordinary Km. stone / 200 Mtr. stone of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
-
-
-
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(A) 15 Cm Dia 1.00 M long Guard Post
200
-
413.86
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(B) Ordinary KM Stone
4
-
1979.08
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(C) 5th KM Stone
2
-
3261.68
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(D) 200 Mtr Stone
24
-
590.91
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area over road surface. , Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
231.6
-
388.44
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Painting two coats with any approved synthetic enamel paint of approved quality shade and make over a coat of priming to Road surface ncluding cost of the primer and paint, with cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.
20.54
-
122.61
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Raised Pavement Marker(R.P.M) accordance with MORTH'S circular Ref. No RW/NH.33023/10/97-DO-III Dated 11 th June 1797.The Rpms have to be plastic body moulded from ABS polycarbonate or any other plastic with superior mechanical properties .The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 Reflective panel shall be single or dual prismatic cubes capable of providing total internal reflection lens shall be moulded of methecrylate conforming to ASTMD788 or equivalent.The Lenses shall be electronically welded with the RPM body.Slope of Rectro-Reflecting shall be 35 +/5 degree base minimum area of each Retro -Refletive surface should not less than 13 sqm. Marker height should not exceeed 20 mm width not to exceed 130 mm and base shall be fixed using 2 polymer shanks with adhesive and no nails shall be used to affix the marker and shall be marked with manufacturers name. including cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.
100
-
222.7
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Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC : 67 ,made of high intensity grad sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm X 75mm X 6 mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cm X 45 cm X 60 cm, 60cm below ground level as per approved drawing.
-
-
-
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Facility Information signs (800X600 mm) School, college, hospital village & Market
8
-
5604.89
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Directioal/Place indication sign (1200x700mm) (Above 0.90 sqm)
1.68
-
10052.87
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Cautionary signs Equilatral triangular 900mm side
18
-
4712.93
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Madatory signs Circular 600mm dia Speed limit Sign post
18
-
4253.24
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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 cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (1000mm Dia Pipe)
110
-
7294.36
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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 cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (1200MM Dia Pipe)
55
-
9466.67
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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 cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (900MM Dia Pipe)
10
-
5895.51
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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
51
-
651.82
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Providing and laying of filter media/metal spall backing using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
62.3
-
1973.01
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Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
240.15
-
1922.29
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Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approvrd drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor)
30.21
-
91758.9
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Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
98.8
-
87.44
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Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement @ 75 kg/ cum of concrete for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
4.13
-
12557.7
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Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 2700 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
6
-
822.08
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Providing and laying R.C.C M-25 grade in RCC Culvert as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
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Foundation
77.47
-
5759.58
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Substructure
68.79
-
6920.72
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Super Structure
28.35
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6950.63
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Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead .
49.55
-
454.49
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P.C.C. work of M-15 Leveling Coarse with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
236.99
-
4585.52
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P.C.C. work of M-15 FOUNDATION with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
39.28
-
4855.52
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P.C.C. work of M-15 SUB STRUCTURE with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
363.35
-
4877.12
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P.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying in Foundation of C.D. Works complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
203
-
6338.55
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Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304.3.7 and Section 900 of MORT&H Specifications for Road & Bridge works (latest revision) complete in all respect & as per direction of the Engineer-in-Charge.
120.99
-
28.62
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.(2 tier)
10
-
2203.1
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