Rural Development Department Tender
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Costs
EMD
₹ 7,17,103Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_103581_4Bid Award Id
ViewTender No
NCB-02/RWCKJR/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Construction of embankment with approved materials deposited at site from road way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specification as per section 900 and clause 305 of MoRT&H specification for Road & Bridges works (5th. Revision) and as per direction of Engineer-In-Charge.
908.53
32525
35.8
... More
Providing and laying turfing with live soils of perennial turf forming grass on embankment slope verges or other locations shown on the drawing or as directed by the Enginer including preparation of ground, fetching of sods with all lifts and leads and watering as per section 900 and clause No. 307 of specifications for road and bridge works of Ministry of Road Transport & high ways (5th. Revision) & including cost of all materials labour T&P taxes royality etc complete in all respect and as per direction of the Engineer-in-charge.
6800
140284
20.63
... More
Providing and laying granular sub-base of Grade- IV stone screening materials as per approved drawing and technical specifications as per section 900 and clause 401 of MoRT&H specifications for Road & Bridge work (5th. Revision) and as per direction of Engineer-In-Charge
1053.91
2674971
2538.14
... More
Providing Wet Mix Mcadam using crushed stone aggregates as per clause 406, 501.8.3.4.1, 501.8.7.3, 101 o 119, 901, 902 and 903.3 of MoRT&H specifications for Road & Bridge works ( 5th. Revision ) complete in all respect and as per direction of the Engineer-In-Charge
1154.75
3191832
2764.09
... More
Providing & applying primer coat with slow setting Bitumen Emulsion (GR SS-1) on prepared surface of granular base including clearing road surface and spraying primer @ 0.60 kg/sqm using mechanical means as per clause No. 501.5.2, 502 and section 900 of specifications for road and bridge works of Ministry of Road Transport & High ways (5th. Revision) & including cost of all materials, labour T&P taxes, royalities etc complete in all respect and as per direction of the Engineer-In-Charge
4619
153443
33.22
... More
Providing and applying tack coat with Bitumen Emulsion ( Rapid setting) ( Gr. R.S - 1 ) on prepared surface including cleaning of road surface and spraying primer @ 0.20 kg / sqm using mechanical means as per clause No. 503 and Section 900 of MORT&H Specifications for Road & Bridge works ( 5th. Revision) complete in all respect and as per direction of the Engineer-In-Charge.
4619
56259
12.18
... More
Providing & laying 50mm av. Thick compacted Bituminous Macadam ( Grading - II) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous bindr @ 3.3 % by weight of total mix and filler trnsporting the hot mix to works site, lying with Hydrostatic Paver finisher with sensor control to the required grade, level and allignment, rolling with smooth wheeled vibratory and tandam rollers to achieve the desired compacting as per clause No. 106 , 108, 111,112, 501 ,503, 504 and sdection 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th. Revision) & including cost of all materials, labour T&P taxes royality etc complete in all respect and as per direction of the Engineer-In-Charge.
230.95
1749559
7575.49
... More
Providing and laying 25mm av. Thick compacted Semi Dense Bituminious concrete ( Grading - II) using 60/70 grade Bitumen and crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 5 percent of mix and filer, 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 tandam rollers to achieve the desired compaction s per clause No. 501, 508 and section 900 of specifications for Road and Bridge works of Ministry o Road Transport and High ways (5th. Revision) & including cost of all materials, labour, T&P taxes royality etc complete in all respect and as perdirection of the Engineer-In-Charge.
115.48
1085028
9395.81
... More
Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per clauser No. 305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways ( 5th. Revision) & including cost of all materials labour, T&P taxes , royality etc complete in all respect and as per direction of the Engineer-In-Charge .
11698.32
2320244
198.34
... More
Providing & fixing RCC M-15 in Ordinary KM stone 5th. KM, stone, Hctometer stone etc including reinforcement complte as per drawing as per IRC - 25/ 1967 & IRC - 8-1980 fixed in position including finishing and lettering painting and technical specifications as per clause No. 804 & section 1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th. Revision) & including cost of all materials , labour, T&P , taxes ropyality etc complete in all respect and as per direction of the Engineer-In-Charge.
-
-
-
... More
Hectometer stone.
7
4979
711.29
... More
Oridinary KM stone.
2
4893
2446.9
... More
Providing and fixing RCC M - 15 guard posts of 1.00 meter height and 15cm diameter including cost of stel reinforcement completge for finished item of work as er sdection 800, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th. Revision) and direction of the Engineer-In-Charge and as per direction of the Engineer-in-Charge
165
68296
413.92
... More
Providing Road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per clause No. 8903 of specifications for Road and Bridge works of Ministry of Road Transport & High ways ( 5th. Revision) & Including cost of all materials, labour T&P taxes royality etc complete in all respect and as per direction of the Engineer-In-charge
469.27
144905
308.79
... More
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of high intensitygrade sheeting vide clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & High ways (5th. Revision) fixed over aluminium sheeting, 1.5mm thick uppoirted onna mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M- 15 grade cement concrete 45cm x45vmx50cmx, 60cm below ground level as per approved drawing and including cost of all materials labour T&P taxes royality etc complete in all respect and as per direction of the Engineer-In-Charge
-
-
-
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1800mm x 1200mm size Board
10.8
126814
11742.1
... More
90cm equilateral triangle
12
63233
5269.43
... More
80cm x 60cm Rectacular
4
24653
6163.37
... More
60cm circular
12
57578
4798.2
... More
60cmx 45cm height
32
150659
4708.11
... More
90 cm x 45 cm rectangular
6
34709
5784.97
... More
Earth work in excavation in hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause - 301 & 304 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
1270.29
342597
269.7
... More
Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
121.74
125596
1031.68
... More
Supplying , Laying & Fixing 1000mm dia NP4 RCC hume pipe in position for culvert including pointing ends , fixing collars with cement mortar (1:2) including cost conveyance and taxes of hume pipe etc complete.
22.5
185183
8230.39
... More
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer-in-Chief, all as specified
5.2
24791
4767.64
... More
R.C.C. M-25 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
12.83
91857
7159.57
... More
R.C.C. M-25 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
7.34
71645
9761
... More
R.C.C. M-25 grade in Road Kerb / Dirt Wall / Wing wall of Culvert as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
0.74
6351
8583.31
... More
Drainage Spouts complete as per drawing and Technical specification.
16
11665
729.08
... More
Providing and laying of Filter media with stone crushed aggregates of 45 mm size 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 wall and return wall to the full height compacted to a over the entire surface behind abutment , wing firm condition complete as per drawing and Technical Specification.
86.87
232576
2677.29
... More
Gravel backing to revetment
10.27
10213
994.52
... More
Steel reinforcement works using HYSD as per approved Drawing & Technical Specifications and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
182.18
1604668
8808.15
... More
Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
105.16
10345
98.38
... More
Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.
28.06
4023
143.39
... More
Cement painting two coats over a coat of cement wash of approved shade for finished item of work as per the direction of the Engineer-in-charge.
31.88
1872
58.74
... More
R.C.C. M-20 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
116.44
1252597
10757.45
... More
R.C.C. M-20 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
69.1
743339
10757.45
... More
R.C.C. M-20 grade in Deck slab & kerb of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
35.89
256834
7156.16
... More
R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
3.71
50081
13498.99
... More
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 (4th. Revision) (Taking output = 75 Cum)(450 Tonne)
191.25
806868
4218.92
... More
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 etc , curing compound ,finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specifications for Road & Bridge works (4th. Revision) (Taking output = 75 Cum)
506.81
3588194
7079.96
... More
R.C.C. work of M-20 using 20mm and down graded chips including cost of all materials labour T&P etc complete. Base
22.5
144706
6431.39
... More
Reinforced cement concrete M-20 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
27
215123
7967.53
... More
R.C.C. work of M-20 using 20mm and down graded chips including cost of all materials labour T&P etc complete. Cover
22.5
161327
7170.13
... More
P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
55.16
327032
5928.8
... More
R.C.C. M-30 grade in Railing of Culvert / Bridge for rails panel in 2 ties as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
15
33428
2228.56
... More
P.C.C.M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
178.31
999522
5605.53
... More
P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
304.93
1727547
5665.39
... More
Rough stone dry packing in approns and revetment with hard granite stone 30cm and above size.
131.35
323827
2465.38
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools,breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately.
56.25
107984
1919.73
... More
Bridge Proper
-
-
-
... More
Earth work in excavation of in all kinds of soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer -in –charge.
2191.01
820095
374.3
... More
Earthwork in excavation in foundation in hard rock within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
217.73
354061
1626.15
... More
Plain Cement Concrete (1:3:6) using 40mm down graded chips in Foundation and Plinth
44.48
280980
6317.01
... More
Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth
-
-
-
... More
Railing & Post
159.62
379924
2380.18
... More
Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure
-
-
-
... More
Foundation
401.2
3925461
9784.3
... More
Abutment & Pier Shaft
377.12
3578774
9489.75
... More
Retaining Wall / Wing Wall
156.86
2505038
15969.9
... More
Abutment & Pier Cap
13.85
131433
9489.75
... More
DIRT Wall
14.64
182052
12435.25
... More
Superstructure
334.49
9571080
28613.95
... More
Wearing Coat
47.06
363416
7722.4
... More
Approach Slab
17.33
133829
7722.4
... More
Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
1810.89
15989054
8829.39
... More
Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
320760
323967
1.01
... More
Providing fitting & fixing expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
33.8
415379
12289.33
... More
Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge.
42
2528
60.21
... More
Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
-
-
-
... More
In Substructure
9.21
58776
6381.77
... More
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm etc complete as per derection of Engineer-in-charge.
828.23
175485
211.88
... More
Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
-
-
-
... More
Granular Material
218.39
236771
1084.17
... More
Sandy Material
968.63
1658933
1712.66
... More
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
388
56124
144.65
... More
Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size and down graded hand broken granite metal of approved quality from approved quarry as per specification and direction of the Engineer-in-charge including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete.
250.39
676265
2700.85
... More
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
660.73
1633939
2472.93
... More
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.
201
198260
986.37
... More
Fixing anchor bars upto 28mm. dia to the founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge.
-
-
-
... More
Without G.I.Pipe
278
35561
127.92
... More
Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect.
275.88
59256
214.79
... More
Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
138.75
51934
374.3
... More
Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
156.6
161556
1031.65
... More
Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations comepte as per drawings and as per direction of Engineer in Charge.
25.5
162735
6381.77
... More
Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
301.5
1884860
6251.61
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