Rural Development Department Tender
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Costs
EMD
₹ 12,03,370Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Dhamara-bansada Road Under Mmsy-improvement To Existing Rd Road
Description
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Contact
Tender Id
2024_CERWI_108835_5Tender No
CCE-BLS-NCB-12 OF 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 material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) etc complete as per specification & direction of Engineer-in-Charge.
5658.02
200
1136583.06
... More
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).
34920.79
50
1757912.57
... More
Construction of granular sub-base by providing close grade granular sub-base 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 as per the direction of the Engineer-in-Charge.
610.92
3073
1877558.76
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m etc complete as per specification & direction of Engineer-in-Charge.
5441.61
61
335965
... More
Providing , Laying, spreading and compacting graded stone aggregates in Wet Mix Macadam as per specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) including cost conveyance required as directed by Engineer-in-Charge.
1285.16
3558
4572689.24
... More
Providing and applying primer coat with bitumen emulsion (SS-1) 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 and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete as per Technical specification clause 502 of MORD for low porosity surface etc complete as per specification & direction of Engineer-in-Charge.
8195.2
35
294043.78
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete as per specification & direction of Engineer-in-Charge.
8195.2
13
107521.02
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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 & direction of Engineer-in-Charge.
409.76
8678
3555946.45
... More
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 work site ,laying with a hydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.
204.88
10273
2104795.75
... More
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 the direction of the Engineer-in-Charge.
4382.46
28
125557.48
... More
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. etc complete as per the direction of Engineer-in-Charge.
488.67
263
128715.68
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Supplying, fitting, fixing of roads Information sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.
1
14752
14752.45
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Providing and fixing of typical MMSYCitizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1 and as per direction of Engineer-in-charge.
2
14846
29692.16
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Providing and derecting direction and place identification of semireflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) and as per the direction of the Engineer-in-charge
17
2245
38170.1
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and 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 47 mm 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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900mm equilateral triangle
50
2291
114588
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800 mm X 600 mm rectangular
30
2367
71018.1
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Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.
-
-
-
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Ordinary Km. Stone
10
2591
25911.7
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200 mm Stone
40
729
29170.4
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Guard Post
450
1146
515929.5
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum 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 form work 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501as per the direction of Engineer-In-Charge
7153.38
7863
56251891.24
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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
2887.51
270
782226.46
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
1831.98
900
1650210.94
... More
PCC M-15 grade bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) including cost conveyance etc required as directed by Engineer-in-charge.
-
-
-
... More
Foundation
2599.03
6442
16743886.91
... More
Sub-Structure
2579.33
6584
16983314.66
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P.C.C. work in open foundation of M-20 grade as per drawing & technical specification including cost of all materials labour T&P etc complete as per specification & direction of Engineer in charge.
21.6
7037
152020.37
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R.C.C work of M-25 grade with 20mm and down grade black hard granite stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
-
-
-
... More
Foundation
38.4
7944
305060.74
... More
Sub-Structure
52.68
8962
472170.31
... More
Superstructure
96.84
10841
1049930.56
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Construction of R.C.C. railing of M 30 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 direction of Engineer in charge.
15.36
2511
38583.4
... More
Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
201.6
8840
1782168.97
... More
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
1177.4
111
131586.22
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R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete in all respect as per the specification and direction of Engineer-in-charge.
17.46
7739
135130.1
... More
Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302 including all labour,T&P for the work etc complete in all respect as per the specification and direction of Engineer-in-charge.
14.58
2949
43010.71
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Providing & laying of filter media with stone crushed aggreates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behiend abutment, wing wall & return wall to the full height compacted to a firm condition complete as per direction of Engineer - in - charge.
104.02
3540
368262.01
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Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD & as per direction of the Engineer-in-Charge.
-
-
-
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1000mm dia
110
6545
719954.4
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
165.56
35
5900.56
... More
Maintenance
-
-
-
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Maintenance Cost of Projects Road for the 1st Year
10
68359
683595
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Maintenance Cost of Projects Road for the 2nd Year
10
91506
915061
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Maintenance Cost of Projects Road for the 3rd Year
10
114152
1141521
... More
Maintenance Cost of Projects Road for the 4rth Year
10
137996
1379963
... More
Maintenance Cost of Projects Road for the 5th Year
10
161087
1610872
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