Rural Development Department Tender
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Costs
EMD
₹ 4,74,030Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Pwd Road Lenkatota Durgapur Rd Road Via Lenkakota Balabhadrapur Harihar Nathasahi Road Under Mmsy- Trip In The District Of Balasore For The Year 2024-25
Description
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Contact
Tender Id
2024_CERWI_108800_20Tender No
CCE-BLS-NCB-11 OF 2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Loosening, Levelling & compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150 mm ,mixed with water at O.M.C. and then compacted by rolling so as to achieve the minimum dry density as given in Table 300-2 for embankment construction and Clause 305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision ) but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge
1803.75
35
64105.28
... More
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.
20523.41
236
4848245.14
... 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).
869.44
50
43767.61
... 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.
242.94
61
14999.12
... 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 MORD Specifications as per the direction of the Engineer-in-Charge.
2253.26
2319
5225670.46
... 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.
1909.73
2849
5441680.15
... 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.
9199.13
35
327489.03
... 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.
9199.13
13
119864.66
... 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.
229.98
10077
2317713.14
... More
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
1785.01
7305
13040408.41
... More
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.
1011.77
270
274078.38
... 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.
2274.88
1515
3447694.38
... More
P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete as directed by Engineer-in-Charge.
153.89
6438
990843.85
... More
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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600mm dia
52.5
2730
143333.4
... More
1000mm dia
60
6224
373453.2
... More
300mm dia
22.5
997
22433.18
... 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.
90.06
8228
741117.62
... 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
347.44
6039
2098280.49
... More
Sub-Structure
534.73
6181
3305326.55
... More
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
46.05
7253
334034.73
... More
Sub-Structure
30.68
9200
282263.06
... More
Superstructure
34.05
10067
342800.76
... More
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 direction of Engineer in charge.
21.2
2143
45436.05
... More
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.
5.97
7270
43404.83
... 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.
314
143
45043.3
... More
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.
-
-
-
... More
Fixing of 5th Km. Stone
2
4276
8553.94
... More
Fixing of Km. Stone
4
2494
9976.96
... More
200 mm Stone
20
697
13951.6
... More
Guard Post
179
726
130068.56
... More
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.
2
14961
29923.12
... More
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
21473
42947.38
... More
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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600mm equilateral triangle
15
2174
32614.35
... More
600mm Circular
20
2249
44999.6
... More
Maintenance
-
-
-
... More
Maintenance Cost of Projects Road for the 1st Year
5.1
51700
263671.02
... More
Maintenance Cost of Projects Road for the 2nd Year
5.1
68870
351238.02
... More
Maintenance Cost of Projects Road for the 3rd Year
5.1
85660
436871
... More
Maintenance Cost of Projects Road for the 4rth Year
5.1
103240
526527.01
... More
Maintenance Cost of Projects Road for the 5th Year
5.1
119588
609902.01
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