Rural Development Department Tender
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Costs
EMD
₹ 3,46,285Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_97854_8Bid Award Id
ViewTender No
Tender Online C.C-50 of 2023Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
i) Stone/brick masonry
21.6
-
-
ii) Hume pipes upto 600mm dia
30
-
-
iii) Hume pipes above 600mm to 900mm dia.
45
-
-
Construction of embankment with approved materials 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 as per Technical Specification Clause 305 of MORD specification for Roads & Bridge works (4th Revision) and as per the direction of the Engineer-in-Charge.
-
-
-
By Mechanical means, 5Km lead
10084
-
-
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
1597.74
-
-
Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing the turfs in position and ramming with thappies including watering and cost of labour and all materials etc complete as per direction of Engineer-in charge.
7500
-
-
Supplying and filling moorum of approved quality including watering to complete saturation and ramming complete with all lead and lifts including cost, conveyance, royalty and taxes of all materials and cost of all labours and T&P required for the work etc complete as per direction of Engineer-in charge.
1137.5
-
-
Excavation for Road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slope, in accordance with requirements of line carriage by mecanical means in foundation in all soil with all leads & lift etc. complete as per direction of Engineer-in-charge.
1215
-
-
Construction of Granular sub-base by providing well graded material of moorum and sand admixture to required proportion, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator to achieve P.I value less than 6 and compacting at OMC with smooth wheel roller to achieve the the desired density complete as per technical specification clause 401 of MoRD for rural roads and as per direction of Engineer-in-Charge
2212.32
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per technical specification Clause 405 of MORD and as per direction of Engineer in Charge
-
-
-
i) Grading -II (with Stone Screened dust)
998.44
-
-
i) Grading -III (with Stone Screened dust)
717.19
-
-
Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including clearing of road surface & spraying primer @ 6.00 kg / 10 sqm using mechanical means as per technical specification clause 502 of MoSRT& H for Road & Bridge works (4th Revision) and as per direction of Engineer-in charge
9562.5
-
-
Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 3.00 kg / 10 sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 of MoSRT& H for Road & Bridge works (4th Revision) and as per direction of Engineer-in charge
9562.5
-
-
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 grade of bitumen @ 1.46 Kg/Sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades by manual means with cost, conveyance, royality of all materials, labour charges, T&P etc, required for the work complete as per specification and direction of Engineer in Charge.
9562.5
-
-
Providing and laying 6mm thick precoated seal coat (Type -B) using 0.06 cum of 6.7 mm size chips as per sieve analysis & 6.8 Kg of bitumen per 10 Sqm, including hire & running charges of PRR, hot mix plant, tar boiler & all other T&P articles with cost, conveyance, royality of all materials, labour charges etc required for the work complete by manual means as per specification and direction of Engineer in Charge.
9562.5
-
-
Construction of Unreinforced 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 25 mm, 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, laying and fixing of 125 micron thick polythene film, wedges 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 and expansion, construction joints, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.
688.5
-
-
Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
1067.49
-
-
Filling in foundation trenches with approved quality of sand as per drawing and technical specification clause 1108, 305.3.9 & 1200 of MORD and as per direction of Engineer in charge
260.61
-
-
Providing and laying Filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
27.11
-
-
Providing and laying cement concrete wearing course M 30 grade complete as per drawing and technical specifications Clauses 800 and 1206.3 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
4.22
-
-
Gravel backing to revetments & slopes of road embankment using good laterite moorum below pitching, conveying from stacks stacked at work site or at approved stacking yard with cost, conveyance, royalty of all materials and cost of all labour T&P required for the work complete in all respects as per specification and directed by the Engineer in Charge.
33.6
-
-
Providing and laying pitching on slopes/ boulder apron for bed protection, laid over prepared filter media using 30cm and above size black hard granite stone boulder of approved quality from approved quarry as per drawing and technical specification clause 1302 including cost of all materials ,labour,T&P required for the work etc.complete as per specification and direction of the Engineer-in -Charge.
60.6
-
-
Supplying and laying R.C.C. Hume pipes of NP3 class (confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance royality, labour, T&P,all other materials required for the work etc.complete as per direction of Engineer-in-charge.
-
-
-
i) 1000 mm dia
30
-
-
ii) 600 mm dia.
30
-
-
Finishing walls with water proofing cement paint 2 coats of approved shade over the plastered surface including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
147.75
-
-
Plain Cement Concrete in open foundation with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry as per drawings & Technical Specification Clause 1109,1302.5,802,804,805,806,807,1202 and 1204 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.
-
-
-
i) P.C.C M-15
161.51
-
-
ii) P.C.C M-15 upto Bed level
106.04
-
-
Plain/reinforced cement concrete in Sub structure with 40 mm and down graded black hard granite crusher broken stone chips size of approved quality from approved quarry complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
i) P.C.C M-15
546.21
-
-
RCC work of M-25 grade with 20mm and down graded black hard granite crusher broken stone chips including hoisting and laying etc complete as per the direction of the Engineer-in-Charge.
-
-
-
R.C.C M 25 (In Pier Cap)
2.1
-
-
R.C.C M 25 (In Raft)
25.31
-
-
R.C.C M 25 (Above Bed level)
23.85
-
-
R.C.C M 25 (In Deck slab)
33.86
-
-
R.C.C M 25 (In Dirt Wall)
2.7
-
-
R.C.C M 25 (In Wing Wall)
43.96
-
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
137.96
-
-
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all 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.
187
-
-
Construction of precast RCC railing of M25 grade , aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in-Charge.
59.1
-
-
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 specification for Rural roadsas per direction of the Engineer-in-Charge.
-
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-
i) 600mm equilateral triangle
14
-
-
Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local 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 specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
ii) Ordinary kilometer stone
4
-
-
iii) 200 M Stone
15
-
-
Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.
83
-
-
Providing and fixing of typical Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 of MoRD Specification for Rural roads including cost,conveyance,royalty, labour and T&P required for the work and as per direction of Engineer-in-charge.
2
-
-
Providing and fixing of typical 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 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
2
-
-
Maintenance
-
-
-
Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawing and technical specifications clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
-
-
1st Year
102.94
-
-
2nd Year
142.88
-
-
3rd Year
183.66
-
-
4th Year
222.47
-
-
5th Year
262.41
-
-
Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per Technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
343.13
-
-
2nd Year
476.25
-
-
3rd Year
612.19
-
-
4th Year
741.56
-
-
5th Year
874.69
-
-
Maintenance of earthen shoulder Stripping of 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 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
1st Year
343.13
-
-
2nd Year
476.25
-
-
3rd Year
612.19
-
-
4th Year
741.56
-
-
5th Year
874.69
-
-
Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
1st Year
343.13
-
-
2nd Year
476.25
-
-
3rd Year
612.19
-
-
4th Year
741.56
-
-
5th Year
874.69
-
-
Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per drawing and technical specification clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
-
-
-
1st Year
10
-
-
2nd Year
10
-
-
3rd Year
10
-
-
4th Year
10
-
-
5th Year
10
-
-
Maintenance of Road Signs by way of cleaning and repainting of mandatory. Regulatory/ cautionary/ informatory and place identification sign board as per drawing and technical specification clause 1910 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
3.5
-
-
2nd Year
3.5
-
-
3rd Year
3.5
-
-
4th Year
3.5
-
-
5th Year
3.5
-
-
Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per drawing and technical specification clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
3.5
-
-
2nd Year
3.5
-
-
3rd Year
3.5
-
-
4th Year
3.5
-
-
5th Year
3.5
-
-
Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
25
-
-
2nd Year
27
-
-
3rd Year
29
-
-
4th Year
31
-
-
5th Year
33
-
-
Cutting of shrubs from roadway orwith in R.O.W. and disposal of shrubs to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
1st Year
50
-
-
2nd Year
52
-
-
3rd Year
54
-
-
4th Year
56
-
-
5th Year
58
-
-
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
903.47
-
-
2nd Year
1170.38
-
-
3rd Year
955.59
-
-
4th Year
1864.69
-
-
5th Year
2130.38
-
-
White washing two coats on parapet walls of CD works and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
1st Year
100
-
-
2nd Year
100
-
-
3rd Year
100
-
-
4th Year
100
-
-
5th Year
100
-
-
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