Works Department Tender
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Costs
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Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_80447_5Bid Award Id
ViewTender No
CCE DKL R and B/09-2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
Scarifing the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause501.8.3.2 of MoRT&H Specifications for Road and Bridge works (latest Revision) and including cost of all labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
31218.75
-
3.59
Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 501.8.3.2 of MoRTH Specification for Road and Bridge works (latest Revision) & including cost of all labour, T&P, royalty etc. complete and including cost of all labour, T&P, royalty etc. complete and as per direction of Engineer-in-charge.
31218.75
-
9.84
Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers , watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Clause 401 and 304 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.
3665.21
-
481.95
Construction of granular Sub-base by providing croase graded Granular sub-base Grading-IV material as per table 400-1 ,spreading in unifrom 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 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 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.
2863.69
-
1949.85
Providing wet mix macadum using crushed stone aggregates as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 406 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.
9068.31
-
1799.53
Providing and applying primer coat with Medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 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.
45341.55
-
25.11
Providing and applying tack coat with Medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 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.
45341.55
-
8.89
Providing and laying bituminous macadam with hot mix plant minimum capacity of 60-90 TPH Producing an avarage out put 75tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen @3.3% of total mix, 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 approved drawing and technical specification complete in all respect as per Section 900 and Clause 504 of MoSRT&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.
2267.08
-
6821.47
Providing and laying semi dense bituminous concrete with minimum capacity of 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5% 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 compaction as per approved drawing and technical specification complete in all respect as per Section 900 and clause 508 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.
1133.55
-
9038.59
Providing & laying sub-base with Moorum in layers not exceeding 225mm watering and compacting to the required density in O.M.C with Vibratory Roller including cost and conveyance of sub base materials as per Clause 408 & 901 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
2262
-
473.34
Construction of embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 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.
33305.46
-
129.04
Construction of embankment with approved material deposited at site from road way cutting & excavation from drain & foundation of other structures graded & complete to meet the requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 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.
1054.18
-
55.37
Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5 Km. and watering complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 307 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.
32270
-
17.55
Construction of Dry Lean Cement Concrete sub-base by semi-mechanized method over a prepared subgrade with coarse and fine aggregate confirming 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 less than 150 kg/cum , optimum moisture content to be determined during trial length construction ,concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant ,transported to site,laid with a paver and compacting with vibratory roller,finishing and curing as per clause 601 of MoSRT&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.
337.52
-
3949.01
Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 400 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site,laid with a fixed form or slip form paver,spread,compacted and finished in a continous operation including provision of contraction, expansion, construction & longitudinal joints, joint filler, separation membrance,sealant primer,joint sealant, debonding strip, dowel bar,tie rod admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MoSRT&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.
2511.25
-
6502.58
Earth work in Excavation for foundation of structures as per drawings and technical specifications, 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 , complete in all respect as per Section 900 and Clause 304 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1247.98
-
54.7
Sand filling in foundation of structure as per approved Drawing & Technical Specifications and as per Section - 900, 2100 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.
288.38
-
640.02
Providing and laying P.C.C M-15 grade for CD works using 40mm down graded crusher broken stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700 & 2100 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.
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-
-
Levelling course
235.54
-
4483.76
Open foundation
20.77
-
4590.53
Sub structure
704.34
-
4772.04
Super Structure
96
-
4750.69
Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
250
-
6369.28
Providing, laying gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifiactions 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.
57.98
-
705.41
Providing 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 Reusing stone obtained from dismantling of structure as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 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.
70.96
-
769.09
Providing 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 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.
5.3
-
1803.42
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works as per clause 202 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.
180
-
205.4
Dismantling of Rubble stone masonry in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per clause no 202 MoRT&H specifications for Road and Bridge works (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
299.76
-
287.79
Providing ad laying RCC of M25 garde for CD work and other structures of controlled quality having minimum cube strength of 250 Kg/CM2 at 28 days using 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500, 1700 & 2100 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.
-
-
-
For Foundation
27.6
-
5658.03
For Sub-structure
19.8
-
6907.26
For Super-structure
4.34
-
6565.55
Supplying,straightening ,cutting,fitting and placing in position coiled or bend up M.S. rod / HYSD bars confirming to grade Fe-500, (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design, hoisting, lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel (Primary Producer like-SAIL/RINL/TATA/JINDALSTEEL/SHYAM STEEL) make and binding wire of 18 to 20 gauge (as approved by the deptt. as per Section - 1000 and 1600 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all materials,labour, T&P, etc. complete and as per direction of Engineer-in-charge. (weight of over lapping, couping, welded joints, spaeer bar, chair, stage, hanger and binding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in all heights)
4.14
-
87030.41
Providing and laying of metal spall backing in the rear side of abutment and retaining wall/ wing wall of CD work using 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 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.
18.13
-
1907.45
Providing RCC M-20 Crash Barrier with 50mm dia G.I. Hand Rail on top at the edge of bridge structure with HYSD Reinforcement confirming to IRC-21 and dowel bars of 25mm dia 450 mm long at expansion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per approved drawing design and section 811 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
5.2
-
3800.84
Providing weep wholes in plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and section 2200 & 2706 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge
107.88
-
91.71
Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900,1500,1600 & 2702 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.
0.6
-
12211.95
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 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.
4
-
812.31
Painting two coats with synthetic enamel paint of approved quality at any elevation on kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 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.
82.83
-
64.86
Dismantling of PCC M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per clause no 202 MoRT&H specifications for Road and Bridge works (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
4.8
-
446.04
Providing & fixing RCC M-15 grade Latest Km. stone, Ordinary Km. stone and Hectometre stone using 20mm down graded stone aggregates along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification 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.
-
-
-
(A) 5th Kilometre Stones
4
-
3139.8
(B) Ordinary Kilometre Stones
9
-
1914.91
(C) Guard Post
305
-
390.01
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5 mm thick with area not exceeding 0.9 Sqm supported on a mild steel double angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
(A) 80 cm x 60 cm rectangular
12
-
5504.15
(B) 60 cm circular (Speed limit)
10
-
4152.51
(C) 60 cm x 45 cm rectangular
12
-
4063.32
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 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 as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, etc. complete and as per direction of Engineer-in-charge.
1488.33
-
388
Approved for 39 ( Thirty nine ) items only
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