Works Department Tender
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Costs
EMD
₹ 1,83,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_105590_3Bid Award Id
ViewTender No
CCE DKL R and B/06-2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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BOQ Items
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.
2986
65154
21.82
Loosening to a depth of 150mm, levelling and compacting original ground supporting embankment/ sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications 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, etc. complete and as per direction of Engineer-in-charge.
541.25
19485
36
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.
1743.4
62431
35.81
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.
44.5
9063
203.67
Construction of granular material by providing Granular sub-base Grading-VI 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.
552.08
1336072
2420.07
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.
1148.56
3016359
2626.21
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.
6726.24
229230
34.08
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.
6726.24
80042
11.9
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.
336.31
2464930
7329.34
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.
168.16
1526568
9078.07
Supplying and fixing of Pre cast kerb stone of size 300mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect confirming to IS 5758:1984 including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
282
45841
162.56
Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , 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 etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
618.61
172363
278.63
Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make confonning to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T &P etc Complete as per direction of Engineer-in-Charge.
1000
282000
282
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory 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, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade of 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.
-
-
-
80cm X 60cm Rectangular
2
13547
6773.84
60cm X 45cm Rectangular
4
20197
5049.36
90cm Equilateral Triangle
7
40002
5714.63
60cm Circular
4
20624
5156.11
90cm Octagon
5
41711
8342.3
50cm X 60cm Rectangular
10
52957
5295.72
90cm X 30cm Rectangular
8
40394
5049.36
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, 1.5mm thick with area not exceeding 0.9 Sqm (700mm x 1200mm size board) supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with PCC-25 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.
0.84
10302
12265.38
Earth work excavation in foundation trenches in hard soil including dressing and levelling the bed up to required depth and depositing the excavated materials at places away from work site within 50mtr initial lead and 1.5mtr initial lifts T&P shoring shuttering dewatering if required etc. complete as per direction of the Engineer-in-charge.
16.2
4388
270.89
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.
197.96
238407
1204.32
Cement concrete of propertion (1:3:6) in foundation and floors using 40mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and all labour T&P required for the work etc. complete as per direction of the Engineer-in-charge.
1.79
11672
6521.17
RCC work of M-20 in all floors having a minimum compressive strength ( in work test) 200 kg/cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 10mm size to 20mm size black hard crusher broken granite stone chips (10mm size 40% & 20mm size 60%) of approved quality & from approved quarry including hoisting lowering laying and compacting concrete with centering & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary and providing required No. of fan hooks as required including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect but excluding cost of MS rod / Tor steel and binding wire and labour charges for bending binding and tying the grills etc. complete as per direction of the Engineer-in-charge.
-
-
-
BASE FOOTING
3.88
27538
7097.65
PLINTH BAND
0.6
4778
7963.91
COLUMN / ROOF BEAM
-
-
-
Gl floor
3.36
62560
18619.15
1st floor
3.41
72010
21117.33
LINTEL BAND
-
-
-
Gl floor
0.35
5148
14710.55
1st floor
0.35
5749
16427.01
ROOF SLAB
-
-
-
Gl floor
0.65
9279
14276.25
1st floor
0.51
8111
15905.83
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)
-
-
-
Gl floor
27.45
2349268
85583.54
1st floor
0.73
62499
85616.29
Fly Ash brick masonary using Fly Ash brick of size 25cmx12cmx8cm having crushing strength not less than 75kg/cm2 in cement mortar of (1:6) after immersing the bricks for six hours in water before use in Foundation & Plinth including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work etc. complete as per direction of the Engineer-in-charge.
1.56
9033
5790.95
Fly Ash brick masonary using Fly Ash brick of size 25cmx12cmx8cm having crushing strength not less than 75kg/cm2 in cement mortar of (1:6) after immersing the bricks for six hours in water before use in superstructure including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work in all floors etc. complete as per direction of the Engineer-in-charge.
-
-
-
Gl floor
8.86
51603
5824.28
1st floor
10.67
66101
6195.06
Providing 12mm thick cement plaster in cement mortar (1:6) finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.
-
-
-
Gl floor
50.53
9946
196.85
1st floor
42.3
8649
204.49
Providing 16mm thick cement plaster in cement mortar (1:6) finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.
-
-
-
Gl floor
37.8
10641
281.52
1st floor
36.54
10537
288.37
Providing 6mm thick cement plaster in cement mortar (1:4) finished smooth to brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge.
-
-
-
Gl floor
5.22
1125
215.56
1st floor
3.41
753
220.91
Priming one coat with water bond cement primer of approved shade by means of brush to outside surface of walls in all floors with cost, carriage and all taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per direction of the Engineer – in – Charge.
-
-
-
Gl floor
93.55
7609
81.34
1st floor (outer)
42.3
3612
85.4
1st floor (inner)
39.95
3346
83.76
Finishing wall surface with Cement based wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labour etc. complete in all respect as per direction of the Engineer – in – Charge.
-
-
-
Gl floor
43.02
3873
90.05
1st floor
39.95
3671
91.91
Painting two coats with Plastic emulsion paint of approved shade by means of brush to inside surface of walls in all floors with cost, carriage and all taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per direction of the Engineer – in – Charge.
-
-
-
Gl floor
43.02
4628
107.59
1st floor
39.95
4426
110.79
Painting two coats with water proofing weather coat paint of approved shade by means of brush to outside surface of walls in all floors with cost, carriage and all taxes of all materials and cost of all labour with T&P required for the work etc. complete in all respect as per direction of the Engineer – in – Charge.
-
-
-
Gl floor
50.53
5036
99.67
1st floor
42.3
4426
104.64
Providing and laying P.C.C M-15 grade in foundation 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.
-
-
-
As levellling course
189
1121834
5935.63
Providing ad laying RCC of M20 garde in foundation for Protection work of controlled quality having minimum cube strength of 200 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, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge.
-
-
-
For Foundation
157.5
1078901
6850.17
For Sub-structure
210
1932298
9201.42
For Super-structure
157.5
1318637
8372.3
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.
25.38
2099
82.71
Approved for 35 ( Thirty five ) items only
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