Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_73650_8Bid Award Id
ViewTender No
ROAD TENDER ONLINE RWCSBP-31/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Loosening and leveling & compacting original ground of embankment scarified to a defth 150mm & rolling with OMC .
5853.9
-
20.9
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
73173.75
-
3.61
Construction of granular sub-base by providing Granular subbase Grading-IV 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 MORT&H Specifications for Road & Bridge works.
7141.55
-
1349.66
Providing, laying, spreading and compacting graded stone aggregates to WMM specification materials as per Clause 406 of MORT&H Specification for Road & Bridge works. (5th Revision) .
17180.97
-
1444.07
Providing and applying Primer Coat with slow setting bitumen emulsion @ 0.60kg/sqm using mechanical means as per Clause 502 of MORT&H specification for road and bridge works. (5th Revision).
109781.5
-
35.06
Providing and applying Tack Coat with rapid setting bitumen emulsion @ 0.30kg/sqm using mechanical means as per Clause 503 of MORT&H specification for road and bridge works. (5th Revision)
109781.5
-
12.01
Providing and laying Bituminous macadam with 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 with sensor control to the required grade,level & alignment,rolling with smooth wheeled,vibratory and tendom rolles to achieve the desired compaction as per clause 504 of MoSRT & H specification for Road & Bridge Works (4th Revision)
5489.08
-
6088.65
Providing and laying Semi Dense bituminous Concrete with 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 with sensor control to the required grade,level & alignment,rolling with smooth wheeled,vibratory and tendom rolles to achieve the desired compaction as per clause 508 of MoSRT & H specification for Road & Bridge Works (4th Revision)
3363.29
-
8357.78
Providing and laying granular materials in sub-base of shoulders with moorum and compacting with PRR as per Clause 407 of MORT&H Specification for Road & Bridge works. (5th Revision).
5905.65
-
564.27
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5km, spreading, grading to required slope and compacting to meet the requirement of table 300-2 & Clause 305 of MORT&H Specification for road and bridge works (5th Revision).
108509.59
-
128.91
Construction of embankment with material deposited from road way cutting construction of embankment with approved materials deposited at site from road way cutting & excavated from drain & foundation of other structures graded & complete to meet the requirement etc. as per Clause 305 of MORT&H specification for road and bridge works (5th Revision).
19176.77
-
55.3
Fine dressing & Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MORT&H Specifications for Road & Bridge works (Latest Revision). Average slope width.
39048.5
-
17.28
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
6697.83
-
388.35
5th Kilometer Stone
5
-
2779.79
Ordinary Kilometer Stone
19
-
1677.68
Hectometer Stone
88
-
535.84
900 mm Equilateral Triangle
6
-
4551.23
800mm x 600mm Retangular (School, Awanganwadi & Village)
9
-
5443.19
600 mm Circular (Speed limit & Curve)
10
-
4091.54
900 mm Circular
6
-
6513.53
600 mm x 450 mm Rectangular (Route Marker Signs)
6
-
4002.35
(v) 60 cm x 45 cm rectangular Route marker signs
5
-
6760.54
900 mm High Octagon
12
-
6760.54
Guard Post of culverts
500
-
384.19
Painting two coats with synthetic enamel paint in all shades on new plastered concrete surfaces. @ of 1 litre for 2 sqm.
117.86
-
63.87
Earth work in excavation in hard soil in foundation of structures as per approved drawing and technical specifications as per clause 304 of MORT&H specifications for road and bridge works (5th Revision).
7935.64
-
188.79
Filling foundation & plinth with sand well watered & rammed including cost, conveyance, royalties & taxes of all materials & cost of all labour, T&P reqd. for the work etc. all complete.
1703.77
-
320.23
Cement concrete (1:3:6) with 4cm size hard granite metal including cost,conveyance,royality,taxes, watering and curing etc. complete as per Drawing and Technical Specifications and as per the direction of the engineer-in-charge.
784
-
4094.6
Construction of un-reinforced, plain cement concrete pavment, 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, with required water content laid in approved fixed side formwork and compacted using needle, screed and plate vibratoretc. with applying primer, sealant as per drawing and technical specification clause 1501 of MORD & as per direction of EIC.
1760
-
4923.52
Providing and laying granular materials in sub-base of shoulders with moorum and compacting with PRR as per Clause 407 of MORT&H Specification for Road & Bridge works. (5th Revision).
768
-
564.27
Filling Foundation and plinth With excavated Earth
1563.5
-
55.3
Cement concrete M-15 grade in foundation and wall as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royalty taxes of all materials conforming to the MORT&H technical specification. Lean concrete.
414
-
3932.13
RCC M-20 grade in slab as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royalty taxes of all materials conforming to the MORT&H technical specification.
2044.88
-
5354.16
Supplying, fitting and placing of uncoated Steel reinforcement works using TMT high strength different Steel Bars EQR - 500 as per IS: 1786 as per approved drawing and technical specification as per Section 1600 of MORT&H Specifications for Road & Bridge works (Latest Revision)
1270.77
-
8954.76
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with100 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 specifications as per Section 1600 of MORT&H Specifications for Road & Bridge works (Latest Revision)
4976.6
-
95.87
Filling Foundation and plinth With excavated Earth
1350
-
55.09
Providing laying of filter media with 45mm size metal spall backing satisfying the requirements laid down in clause 2504.2.2 of MORT&H specification etc. complete
840
-
1240.68
Cement Concrete of M 15 using 40mm size BHCB metal in foundation concrete including watering curing with cost of all material, labour, T&P, etc. complete.
388.65
-
4110.08
P.C.C. M-15 grade in super-structure in C.D. work as per approved drawing and technical specifications as per Section 1700 & 2200 of MORT&H specifications for road and bridge works (5th Revision).
2631.21
-
4696.45
Cement concrete (M-15) with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
253.58
-
3667.85
M15 grade Plain Cement Concrete in Open Foundation, wall complete as per Drawing and Technical Specifications.
1411.2
-
3945.57
Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
400
-
7187.07
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
99.29
-
629.64
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications .
337.92
-
1192.08
Cement concrete M 15 Levelling coarse with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORT&H techanical specification.
49.94
-
3770.99
RCC M20 grade Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications.
166.59
-
6390.44
RCC M20 grade Reinforced Cement Concrete in Sub-Structure complete as per Drawing and Technical Specifications.
137.2
-
16167.94
RCC M20 grade Reinforced Cement Concrete in Super-Structure complete as per Drawing and Technical Specifications.
58.32
-
7481.01
Providing and laying of Filter media with stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall
111.96
-
1422.33
Construction of RCC Crash Barrier of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade.
5.72
-
27702.69
Rough stone dry packing in approns and revetments using 30 cm and above size hard granite stone as per approved drawing and technical specification. (Reuse dismentalling Item).
90.5
-
746.86
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (including cost of steel)
6.84
-
11443.09
Providind drainage spout
12
-
1012.22
Painting two coats with enamel paint
50.23
-
63.87
Providing and fixing of typical MMSY 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 including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
1
-
10175.49
Providing and fixing of typical MMSY Citisen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1 including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of the Engineer-in-Charge.
2
-
16143.1
Providing & erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 6.5.2 of IRC : 67-2012 or A.C.P.(Aluminium composite panel)used for sign boards with a thermoplastic core of low density polyethylne (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminium thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mmx6mm, 2 nos. and 3 nos. horizontal and 1 no vertical extra supporting member of M.S. angle of size 50mmx50mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx75cm, 60cm below ground level as per approved drawing including cost, conveyance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete under supervision of EIC (1200mmx1800mm Rectangle)Asset Board
4.32
-
11758.03
TOTAL PART-I
1
-
1
Routine Maintenance for 1st 5 year
-
-
-
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 specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
1st year Routine Maintenance
1139.32
-
290.78
2nd year Routine Maintenance
1378.58
-
290.78
3rd year Routine Maintenance
1595.05
-
290.78
4th year Routine Maintenance
1822.92
-
290.78
5th year Routine Maintenance
2050.78
-
290.78
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
1st year Routine Maintenance
1924.7
-
36.12
2nd year Routine Maintenance
2309.64
-
36.12
3rd year Routine Maintenance
2694.58
-
36.12
4th year Routine Maintenance
3079.52
-
36.12
5th year Routine Maintenance
3464.46
-
36.12
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
1st year Routine Maintenance
1924.7
-
14.2
2nd year Routine Maintenance
2309.64
-
14.2
3rd year Routine Maintenance
2694.58
-
14.2
4th year Routine Maintenance
3079.52
-
14.2
5th year Routine Maintenance
3464.46
-
14.2
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 as per direction of the Engineer in charge.
-
-
-
1st year Routine Maintenance
1393.75
-
229.44
2nd year Routine Maintenance
2787.5
-
229.44
3rd year Routine Maintenance
4181.25
-
229.44
4th year Routine Maintenance
5575
-
229.44
5th year Routine Maintenance
6968.75
-
229.44
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.
-
-
-
1st year Routine Maintenance
4
-
157.77
2nd year Routine Maintenance
5
-
157.77
3rd year Routine Maintenance
6
-
157.77
4th year Routine Maintenance
6
-
157.77
5th year Routine Maintenance
7
-
157.77
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.
-
-
-
1st year Routine Maintenance
2.21
-
1184.82
2nd year Routine Maintenance
2.21
-
1184.82
3rd year Routine Maintenance
6.64
-
1184.82
4th year Routine Maintenance
11.06
-
1184.82
5th year Routine Maintenance
22.12
-
1184.82
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
1st year Routine Maintenance
22.12
-
769.35
2nd year Routine Maintenance
22.12
-
769.35
3rd year Routine Maintenance
22.12
-
769.35
4th year Routine Maintenance
22.12
-
769.35
5th year Routine Maintenance
22.12
-
769.35
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 of MORD as per direction of the Engineer in charge.
-
-
-
1st year Routine Maintenance
221
-
125.16
2nd year Routine Maintenance
221
-
125.16
3rd year Routine Maintenance
221
-
125.16
4th year Routine Maintenance
221
-
125.16
5th year Routine Maintenance
221
-
125.16
Cutting of shurb 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 of MORD as per direction of the Engineer in charge.
-
-
-
1st year Routine Maintenance
885
-
7.65
2nd year Routine Maintenance
885
-
7.65
3rd year Routine Maintenance
885
-
7.65
4th year Routine Maintenance
885
-
7.65
5th year Routine Maintenance
885
-
7.65
Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge.
-
-
-
1st year Routine Maintenance
3.32
-
1777.82
2nd year Routine Maintenance
3.32
-
1777.82
3rd year Routine Maintenance
3.32
-
1777.82
4th year Routine Maintenance
3.32
-
1777.82
5th year Routine Maintenance
3.32
-
1777.82
Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 of MORD as per direction of the Engineer in charge.
-
-
-
1st year Routine Maintenance
4
-
2422.89
2nd year Routine Maintenance
4
-
2422.89
3rd year Routine Maintenance
4
-
2422.89
4th year Routine Maintenance
4
-
2422.89
5th year Routine Maintenance
4
-
2422.89
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
1st year Routine Maintenance
74001.44
-
2.55
2nd year Routine Maintenance
88801.72
-
2.55
3rd year Routine Maintenance
103602.01
-
2.55
4th year Routine Maintenance
118402.3
-
2.55
5th year Routine Maintenance
133202.58
-
2.55
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.
-
-
-
1st year Routine Maintenance
442.46
-
26.1
2nd year Routine Maintenance
442.46
-
26.1
3rd year Routine Maintenance
442.46
-
26.1
4th year Routine Maintenance
442.46
-
26.1
5th year Routine Maintenance
442.46
-
26.1
TOTAL PART-II
1
-
1
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