Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Nuabaga Barrage To Madhapur Gp Office Chhak Road
Description
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Contact
Tender Id
2021_CERWI_73547_5Bid Award Id
ViewTender No
MMSY Online-AGL-16/2021-22.Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed)
1050.9
-
46.74
Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification clause 301.5
12372.53
-
163.04
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.
3879.33
-
20.2
Providing laying grannular sub base using good laterite moorum with admixture of sand including & laying spreading in uniform layers watering & compacting with 8-10 tonn PRR including cost, conveyance, royality & all other taxesof materials, labour, T & P etc. required for the work complete.
3296.96
-
916.76
Providing laying & Spreading of good laterite moorum in both sides berms to an uniform thickness & rolling with PRR including cost Conveyance & royalty of materials, labour PRR charges, T &P etc. required for the work complete.
1053.58
-
214.12
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density as per Technical Specification Clause 405
-
-
-
i) Grading -II (With Stone Screening Materials as interstics filling)
2504.09
-
1979.42
ii) Grading -III (With Stone Screening Materials as interstics filling)
1387.04
-
2058.39
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502.
18493.91
-
35.88
Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
18493.91
-
12.29
Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
18493.91
-
156.28
Providing and laying Seal Coat and sealing the voids in a bituminous surface laid to specified levels,grade and cross fall using Type C as per Technical Specification Clause 510.
18493.91
-
75.98
Construction of un-reinforced, plain cement concrete pavement as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine 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 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction and expansion, construction joints, applying debonding strips, primer, sealant,dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, curing compound (where Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1673.57
-
4963.51
Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials.
1674.99
-
188.79
Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9
596.32
-
569.25
Back Filling
186.72
-
1101.15
Providing PCC M-15 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
754.67
-
4000.49
Plain/reinforced cement concrete M15 in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
251.63
-
4329.99
R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
28.35
-
6164.79
R.C.C. M25 in Substructre using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete. (Abutment & Pier)
27.68
-
5743.38
R.C.C. M25 in Superstructure using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete. (Deck Slab)
33.22
-
5954.08
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 as per drawing and Technical Specification clause 1302.
61.22
-
1960.87
Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
4.05
-
6309.33
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
-
-
-
Foundations
25.5
-
8956.54
Substructure
31.4
-
8956.54
Superstructure
33.2
-
8956.54
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
98.8
-
727.42
Providing and laying boulder apron for bed protection 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
297.1
-
1747.8
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification under section 1700 of MORD.
50
-
97.9
Providing, laying, moorum sub-base with PRR
7.04
-
607.73
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work
-
-
-
600 mm dia S/R
75
-
2865.53
1000 mm dia S/R
15
-
6539.04
Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing.
97
-
127.91
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads for centreline marking.
590.33
-
486.76
Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge
-
-
-
Mandatory Signs
10
-
4404.61
Cautionary Signs
18
-
4949.36
Supplying, fitting & fixing of Road Sign Board made out 3mm thick (ACP) Aluminium Composite Panel Sheet duly coated one side loaded with preesure sensitive encapsulated lens type high intensive grade rector reflective sheeting complete as per MORTH technical specification clause 8013 & IRC 67/2001 with Angle Iron frame 35mm x 35mm x 6mm fixed with single or double Angle Iron post as per Specification including application of 2 coats of Enamel Paint of approved quality in form of checks of Yellow and Black over the posts, fixed with M-15 Grade cement concrete base 150mm x 600mm size of each post as per approved drawing including cost, conveyance, Royalty of all materials T&P etc. complete as per specification and direction of Engineer - in - Charge.
16
-
4655.66
Providing and erecting of PMGSY Main informatory sign board (MIB) of retro-reflective sign boards retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
1
-
17577.35
Providing and fixing of typical PMGSY Citizen informatory sign board (CIB) retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
1
-
19846.93
Reinforced Cement Concrete M15 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
-
-
-
5th Kilometer stone (Precast)
1
-
3455.79
Ordinary Kilometer stone (Precast)
6
-
2083.36
200m stone (Precast) & Reference Pillar (Precast)
40
-
630.55
Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
0.13
-
4963.51
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.
150
-
590.81
Restoration of Rain Cuts with soil, moorum gravel or a mixture of these, 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 allignment, level and slopes as per drawings and Technical specification clause 1902
-
-
-
1st Year
86.63
-
290.23
2nd Year
144.38
-
290.23
3rd Year
375.38
-
290.23
4th Year
415.8
-
290.23
5th Year
415.8
-
290.23
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
1st Year
328.28
-
35.48
2nd Year
532.13
-
35.48
3rd Year
679.42
-
35.48
4th Year
741.18
-
35.48
5th Year
1482.36
-
35.48
Stripping of excess soil from shoulder surface to achive the approaved level and comacting with plate compactor at OMC as per drawing and Technical specifications Clausees 1903.
-
-
-
1st Year
328.28
-
14.48
2nd Year
532.13
-
14.48
3rd Year
679.42
-
14.48
4th Year
741.18
-
14.48
5th Year
1482.36
-
14.48
Repair to potholes by removal of loosed materials, trimming the sides cleaning of surface providing tack coat 20mm thick premix carpet and sealcoat type C as per drawing and Technical specifications Clausees 1904.2, 503 and 508.1
-
-
-
1st Year
206.25
-
274.75
2nd Year
433.13
-
274.75
3rd Year
618.75
-
274.75
4th Year
990
-
274.75
5th Year
1237.5
-
274.75
A .Maintenance of Hume pipe culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD.
-
-
-
1st Year
11
-
1297.98
2nd Year
11
-
1297.98
3rd Year
11
-
1297.98
4th Year
11
-
1297.98
5th Year
11
-
1297.98
B .Maintenance of Slab culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD.
-
-
-
1st Year
1
-
2422.89
2nd Year
1
-
2422.89
3rd Year
1
-
2422.89
4th Year
1
-
2422.89
5th Year
1
-
2422.89
Maintenance of Road signs by way of cleaning /regulatory / cautionary / informatory and place identification sign board as per drawings and Technical Specification Clause 1910
-
-
-
1st Year
5.5
-
1184.82
2nd Year
5.5
-
1184.82
3rd Year
5.5
-
1184.82
4th Year
5.5
-
1184.82
5th Year
5.5
-
1184.82
Maintenance of 200 m stone/km stone by way of refixing of tilted stones repairing with cement mortar,cleaning ,repairing and lettering on 200m/km stone and 5th km stone as per drawing and technical specification clause 1912.
-
-
-
1st Year
5.5
-
697.45
2nd Year
5.5
-
697.45
3rd Year
5.5
-
697.45
4th Year
5.5
-
697.45
5th Year
5.5
-
697.45
Cutting of branches of trees shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1914
-
-
-
1st Year
28
-
124.7
2nd Year
28
-
124.7
3rd Year
28
-
124.7
4th Year
28
-
124.7
5th Year
28
-
124.7
Cutting of shrubs from the roadway or within R.O.W and disposal of shrubs to suitable location as per technical specification clause 1914.
-
-
-
1st Year
110
-
7.65
2nd Year
110
-
7.65
3rd Year
110
-
7.65
4th Year
110
-
7.65
5th Year
110
-
7.65
Trimming of grass and weeds from the shoulders/berms and disposing of the same to suitable locations as per technical specification clause 1914
-
-
-
1st Year
1309
-
2.55
2nd Year
1309
-
2.55
3rd Year
1309
-
2.55
4th Year
1309
-
2.55
5th Year
1309
-
2.55
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1915
-
-
-
1st Year
55.23
-
27.75
2nd Year
55.23
-
27.75
3rd Year
55.23
-
27.75
4th Year
55.23
-
27.75
5th Year
55.23
-
27.75
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