Rural Development Department Tender
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Costs
EMD
₹ 2,99,950Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over Safei Nallah At 0.900km On Nh-5 To Sapanpur Road In The Dist. Of Jajpur.
Description
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Contact
Tender Id
2023_CERWI_92429_2Bid Award Id
ViewTender No
Tender Online RCK-22/23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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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.
-
-
-
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In Substructure
186.21
1096598
5889.01
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In Foundation
69.9
417025
5966.28
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Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
540.48
3187551
5897.63
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Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in Foundation and Plinth
-
-
-
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In Foundation
232.79
1649729
7086.65
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Abutment & Pier Shaft
149.85
1258367
8397.4
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Pier & Abutment cap
7.64
64164
8397.4
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Dirt Wall
3.3
35591
10801.75
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Retaining Wall / Wing Wall
10.81
90784
8397.4
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Wearing Coat
19.57
142919
7304.5
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Approach Slab
19.27
140728
7304.5
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Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth
-
-
-
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DECK SLAB
142.77
1164522
8156.75
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Railing & post
67.64
183451
2712.17
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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.
696.96
6224835
8931.41
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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 over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.
90.52
249772
2759.25
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Providing weep holes in Brick masonry/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 Technical Specifications.
339.2
47674
140.55
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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.
699.3
1662110
2376.81
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Supplying & filling behind abutment, wing wall and return wall etc with approved quality of gravel / sandy material including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.)
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-
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Granular Material
138.24
364832
2639.07
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Sandy Material
873.35
1451589
1662.09
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Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete.
104
87666
842.95
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Providing , fitting , fixing expansion joint confirming to ISI specification including all cost , carriage , taxes etc complete as per specification & direction of Engineer-in-Charge
33.8
415379
12289.33
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Providing, laying tar papers of approved quality confirming to ISI specification above pier & abutment caps to receive concreting for slab casting including all cost , carriage & taxes etc complete as per specification & direction of Engineer-in-Charge
33.96
583
17.17
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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
431.67
63710
147.59
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Earthwork in Hard soil within 50m, initial lead , 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer in charge.
2044.42
580225
283.81
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Construction of embankment with approved material obtained from borrow pits with 5 extra lead lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
3066.62
623291
203.25
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Loosening of the ground up to a level of 500mm below the sub-grade level , watered , graded & compacted in layers to meet requirement of table 300-2 for sub-grade construction & clause 305 of MORTH specification of Road & Bridge works ( 4th Revision )
1237.5
64783
52.35
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Construction of granular sub-base by providing Close graded Granular subbase Grading-III 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 MoSRT&H Specifications for Road & Bridge works (4th Revision)
633.9
1574987
2484.6
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Providing, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
472.5
1661196
3515.76
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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
2100
82278
39.18
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Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)
2100
43554
20.74
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Providing & laying 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 previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45
105
981066
9343.49
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Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
52.5
611487
11647.38
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Fine dressing & Turfing with initial lead of 50 mtr. and initial lift of 1.50 mtr..
2000
61640
30.82
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Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
60
60531
1008.85
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