Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of Kuhika Bambilo Via Kendupada Road
Description
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Contact
Tender Id
2022_CERWI_84822_1Bid Award Id
ViewTender No
Tender Online RCK-39/22Tender 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 with a lead of 5Kms, 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) but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge..
12499.54
-
126.34
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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).
4598.52
-
28.76
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Excavation in ordinary soil using Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,transporting to embankment site with a lift upto 1000m,trimming bottom and side slopes in accordance with requirements of lines,grades and cross-section as per Techinal Specification clause 302.3.5.
4621.88
-
42.51
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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 but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
17448.07
-
17.74
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Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 Bridges work.
1804.18
-
1748.01
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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) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge.
2860.08
-
1633.11
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Collecting,Supplying and Spreading moorum in shoulder of 100mm thick complete including cost carriage of material and hire charges of PRR but excluding the charges of GST etc. complete as per the direction of Engineer-In-Charge
1322.69
-
779.19
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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 but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
20785.05
-
37.16
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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 but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
20785.05
-
13.1
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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) Page-169 Item -45
1039.26
-
7486.63
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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 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) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.
519.63
-
9716.54
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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 1501.
281.91
-
6572.45
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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.
178.93
-
199.58
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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.
132.82
-
586.29
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Cement Concrete of proportion (1:3:6) in foundation and floors by using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by Engineer-in-Charge.
27.73
-
4783.11
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Dismantling all type of hume pipes and stacking within a lead of 1000mtre including earthwork and dismantling of masonary works including T&p, sorting the dismantled material,disposal of unserviceable material with all lifts and leads of 1000mtres.
7.5
-
485.8
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Cement concrete grade M-15 & M-20
31.6
-
567.26
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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 but excluding the charges of GST & as per direction of the Engineer-in-Charge.
-
-
-
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600 mm dia Single row
5
-
2502.09
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1000 mm dia Single row
45
-
5677.63
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PCC M-15 grade in foundation 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) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
-
-
-
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Foundation
144.87
-
4467.36
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Sub-Structure
158.12
-
4570.5
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
3.14
-
1568.79
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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.but excluding the charges of GST etc complete as per the direction of Engineer-in-Charge.
864.5
-
391.13
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Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required.
12
-
1501.84
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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 but excluding the charges of GST and as per direction of Engineer-in- charge.
25
-
106.41
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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 but excluding the charges of GST and as per direction of Engineer-in-Charge.
-
-
-
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Fixing of Km. Stone
4
-
1897.92
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200 mm Stone (Precast)
16
-
569.44
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Guide Post (M-20)
256
-
589.77
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Supplying, fitting, fixing of roads 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 but excluding the charges of GST etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.
-
-
-
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Information signs
2
-
10609.76
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Providing and fixing of typical MMSY Citizen 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
2
-
8998
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Providing and fixing of semi reflective cautionary, mandotory and 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 65mm width and required letters and figures with reflective tape enginnering grade as per Clause 1701.3.9 of MORD for Rural Road of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the gorund by mean of properly designed foundations with M-15 grade cement concrete 450 x 450x 600 mm, 600mm below ground level as per approved drawing Clause 1701.2.2 of MORD specification for Rural road as per direction of the Engineer-In-Charge
-
-
-
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600mm equilateral triangle
12
-
1913.97
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600mm Circular
12
-
1786.4
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Five Year Routine Maintenance
-
-
-
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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 specification Clause 1902
-
-
-
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1st year
184.5
-
303.83
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2nd year
258.3
-
303.83
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3rd year
258.3
-
303.83
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4th year
295.2
-
303.83
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5th year
332.1
-
303.83
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Making up loss of materials / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appopriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903
-
-
-
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1st year
811.8
-
37.21
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2nd year
974.16
-
37.21
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3rd year
1136.52
-
37.21
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4th year
1298.88
-
37.21
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5th year
1461.24
-
37.21
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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 drawing and technical specification clause 1903
-
-
-
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1st year
1230
-
14.75
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2nd year
1476
-
14.75
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3rd year
1722
-
14.75
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4th year
1968
-
14.75
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5th year
2214
-
14.75
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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
-
-
-
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1st year
332.1
-
291.34
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2nd year
398.52
-
291.34
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3rd year
464.94
-
291.34
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4th year
531.36
-
291.34
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5th year
597.78
-
291.34
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
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1st year
1
-
1350.25
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2nd year
1
-
1350.25
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3rd year
1
-
1350.25
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4th year
2
-
1350.25
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5th year
2
-
1350.25
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Maintenance of 200 mt km stones & 5th km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 mt km stone & 5th km stone as per drawing and technical specification clause 1912
-
-
-
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1st year
4.1
-
719.95
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2nd year
4.1
-
719.95
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3rd year
4.1
-
719.95
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4th year
4.1
-
719.95
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5th year
4.1
-
719.95
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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
-
-
-
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1st year
41
-
131.68
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2nd year
41
-
131.68
... More
3rd year
41
-
131.68
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4th year
41
-
131.68
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5th year
41
-
131.68
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Cutting of shurb from the road way or with in ROW including disposal of wood and leaves to suitable location as per technical specification Clause 1914
-
-
-
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1st year
164
-
8.08
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2nd year
164
-
8.08
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3rd year
164
-
8.08
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4th year
164
-
8.08
... More
5th year
164
-
8.08
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Triming of grass and weeds from the shoulder/ berms and disposal the same to suitable location as per technical specification Clause 1914
-
-
-
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1st year
1414.5
-
2.7
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2nd year
1768.13
-
2.7
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3rd year
1980.3
-
2.7
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4th year
2263.2
-
2.7
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5th year
2546.1
-
2.7
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