Rural Development Department Tender
... More
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Boulanga To Akhusahi For The Year 2021-22.
Description
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Contact
Tender Id
2022_CERWI_75690_11Bid Award Id
ViewTender No
Tender Online RCK-03/22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Re-working of scarified bituminous surface suitable after supplementing base materials with sand & compacting finished surface as per Technical Specification etc complete.
22867.5
-
10.91
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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 5kms, spreading, grading to required slope and compacting to meet requirement of Tables 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works and as per direction of Engineer-in-Charge.(with Mechanical means)
35342.76
-
128.91
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
611.72
-
28.65
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Construction of granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table 400-1, spreading in uniform layers with tractor 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 and Bridge works and as per direction of the Engineer -in- Charge.
1249.53
-
1674.02
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Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 complete and as per direction of the Engineer -in- Charge.
186.6
-
835.93
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Providin, laying, spreading & compacting graded stone aggregate to 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)
4120.46
-
1882.05
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Providing and applying primer coat (low porosity) with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoSRT&H Specifications for Road and Bridge works (4th Revision) and as per direction of the Engineer -in- Charge.
31359.9
-
37.76
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD and as per direction of Engineer in charge.
31359.9
-
12.95
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Providin & 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) etc.complete as per specification and direction of the Engineer-in-Charge.
1568
-
7917.8
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Providin & laying Semi Dense Bituminous Concret 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) etc. complete as per specification & direction of the Engineer in Charge.
784
-
10148.55
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per MoRD technical specification Clause 309 and as per the direction of the Engineer-in-Charge.
20116.4
-
17.28
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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 blend complete as per Specifications for Road and Bridge works and as per direction of the Engineer -in- Charge.
131.11
-
3281.96
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Construction of unreinforced, dowel jointed, at expansion and construction joint only, plain cement concrete pavement, thickness as per design over a prepared sub base with cement as per Clause No.602.2.2, of MORT&H Specifications coarse and fine aggregate confirming to IS 383, maximum size of course aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.28cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, 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 (5th Revision).
1528.73
-
6222.04
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Cross Drainage Structures
-
-
-
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Earthwork in excavation for foundation in hard soil including dressing and levelling the bed and depositing the soil with initial lead of 50m and initial lift of 1.5m etc. complete and as per the direction of the Engineer-in-Charge.
4030.3
-
188.79
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Fillling in foundation trenches with sand including watering, ramming and cost, carriage, royalty, all labour T & P etc. complete and as per the specification and direction of the Engineer-in-Charge.
352.61
-
557.05
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Providing Cement Concrete (1:3:6) with 40 mm crusher broken hard granite stone aggregate of approved quality from approved quarry for cement concrete work including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days, conveyance, royality, taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-Charge.
634
-
4829.12
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Plain cement concrete(1:2.5:5) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
233.26
-
4542.57
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Plain cement concrete(1:2.5:5) in Sub-Structure complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
393.52
-
4649.83
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Providing and laying reinforced cement concrete R.C.C. grade M-25 including centering, shuttering, compacting by vibrators watering, curing finishing the exposed surface smooth with cost conveyance royalty of all materials etc. complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.
-
-
-
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Foundation
17.1
-
5706.83
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Substructure
50.64
-
7237.66
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Superstructure
28.9
-
7918.66
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 and as per direction of Engineer in Charge.
15.2
-
6930.03
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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and Technical Specification and as per direction of Engineer in Charge.
4.28
-
5725.76
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Providing HYSD reinforcement for RCC works including bending bindingand placing in position for finished item work as per drawings and Technical Specification and as per direction of Engineer in Charge.
93.88
-
8887.8
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Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification and as per direction of Engineer-in-Charge.
-
-
-
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600 mm dia Hume Pipe in Single Row
82.5
-
2489.2
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1000 mm dia Hume Pipe in Single Row
30
-
5664.88
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Providing & laying of fiter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600mm withg smaller size towards the soil & bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.
39.86
-
2138.3
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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing & Technical Specification and as per direction of Engineer-in-Charge.
287
-
105.66
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Rough stone dry packing in approns & revetments with hard granite stone of 15cm.to 30 cm size of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge.
141.66
-
1689.57
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Road Furnitures
-
-
-
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Providing and fixing of Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
-
-
-
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Sign board
1
-
9205.51
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Citizen board
1
-
9205.51
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Providing and fixing of semi-reflective cautionary, mandatory and informatory signboard as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front & gray colour on back with red reflective border of 65mm width & required letters & figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD and as per direction of Engineer in Charge.
-
-
-
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a) 600mm equilateral triangle
20
-
1794.4
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b) 600mm Circular
20
-
1870.08
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Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MoRD and as pe direction of Engineer in charge.
-
-
-
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a) 5th Kilometer Stone (precast)
1
-
3274.94
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a) Ordinary Kilometer Stone (precast)
6
-
1972.71
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b) 200 Meter Stone (precast)
27
-
586.71
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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
134
-
666.48
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TOTAL PART-I
1
-
1
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Routine Maintenance after completion of construction works
-
-
-
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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For 1st Year
589.18
-
290.78
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For 2nd Year
707.02
-
290.78
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For 3rd Year
795.39
-
290.78
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For 4yh Year
942.69
-
290.78
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For 5th Year
983.93
-
290.78
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
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For 1st Year
2004
-
36.12
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For 2nd Year
2404.8
-
36.12
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For 3rd Year
2605.2
-
36.12
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For 4yh Year
2805.6
-
36.12
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For 5th Year
2985.96
-
36.12
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
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For 1st Year
2004
-
14.2
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For 2nd Year
2204.4
-
14.2
... More
For 3rd Year
2404.8
-
14.2
... More
For 4yh Year
2605.2
-
14.2
... More
For 5th Year
2805.6
-
14.2
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
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For 1st Year
160.32
-
300.86
... More
For 2nd Year
320.64
-
300.86
... More
For 3rd Year
480.96
-
300.86
... More
For 4yh Year
641.28
-
300.86
... More
For 5th Year
801.6
-
300.86
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
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For 1st Year
67
-
125.16
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For 2nd Year
67
-
125.16
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For 3rd Year
67
-
125.16
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For 4yh Year
67
-
125.16
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For 5th Year
67
-
125.16
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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
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For 1st Year
267
-
7.65
... More
For 2nd Year
267
-
7.65
... More
For 3rd Year
267
-
7.65
... More
For 4yh Year
267
-
7.65
... More
For 5th Year
267
-
7.65
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
For 1st Year
2304.6
-
2.55
... More
For 2nd Year
2765.52
-
2.55
... More
For 3rd Year
2995.98
-
2.55
... More
For 4yh Year
3226.44
-
2.55
... More
For 5th Year
3456.9
-
2.55
... More
TOTAL PART-II
1
-
1
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