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Costs
EMD
₹ 2,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_64673_4Bid Award Id
ViewTender No
BPT/Online-02 /2018-19Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
cement concrete
9.24
2977
322.27
Rainforced cement concrete
3
2625
875.31
Brick / Stone Masonary
-
-
-
Above 600 mm dia to 900 mm dia
7.5
1431
190.88
Above 900mm dia
-
-
-
Construction of embankment/Sub grade/ earthen shoulder with approved material obtained from borrow pit with unit weight not less than 1.75 gm/cc with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.
10225.15
1586786
155.18
Excavation of road way in soil with hyudrulic excavatir if 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requiremetns of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m. and lead upto 1000m. as per Technical Specification Clause 302.3 of MORD.and as per the direction of the Engineer-in-charge
6172.5
212898
34.49
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer-in-charge
823
167800
203.89
Excavation for roadwork 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 with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 and as per the direction of the Engineer-in-charge
Excavation in Hard Rock (Requiring blasting)
3292
295092
89.64
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.
4572.8
128487
28.1
Cement Treated Soil Sub-Base Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base/base as per Technical Specification clause 404
1032.9
703699
681.29
Cement Treated Soil Base Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base/base as per Technical Specification clause 404
939
1227051
1306.76
Construction of Moorum sub-base (Grading-III) by providing ,Moorum & Sand admixture spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achive the desired density complete as per Technical Specification clause 401.as per the directions of the Engineer incharge of the work .
155.25
80207
516.63
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 / stone screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.
-
-
-
W.B.M G-II
-
-
-
W.B.M G-III
75.94
148142
1950.85
Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
9577.8
315938
32.99
Providing and laying 1 st coat surface dressing using nominal chips size of 13.2 as wearing course consisting of a layer of bituminous binder using VG 30 grade bitumen laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kn static rolle including ceaning the road surface as per Techinical specification Clause 507 .and as per direction of Engineer-in charge.
9577.8
729010
76.11
Providing and laying 2 nd coat surface dressing using nominal chips size of 9.5 mm , as wearing course consisting of a layer of bituminous binder using VG 30 grade bitumen laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kn static rolle including ceaning the road surface as per Techinical specification Clause 507 and as per direction of Engineer-in charge.
9577.8
644233
67.26
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.
4720
77598
16.44
Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.as per direction of the Engineer-in-Charge
1219.6
265267
217.5
Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
134.62
91028
676.2
Providing concrete for plain concrete of M-15 in open foundations/Sub Structure/Superstructure using branded cement including rigid steel centring formwork complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
(A) PCC Grade M 15 For foundation
214.51
849162
3958.62
(B) PCC M 15 For substructure
453.34
1894934
4179.97
Construction of Unreinforced cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement using branded cement including rigid steel centring formwork 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 & using Plasticizer as approved, 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 on the joint as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per Clause 1501 of MORD Specification for Rural roads including cost,conveyance,royalty,taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
172.13
861696
5006.22
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 work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge
-
-
-
300 mm dia S/R HPC
15
16289
1085.96
600 mm dia S/R HPC
30
86472
2882.43
1000 mm dia S/R HPC
30
192043
6401.44
1200 mm dia S/R HPC
15
122195
8146.4
Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1,no fragment weighing not less than 25kg laid dry complete as per drawing and Technical Specification clause1301.
198.65
235677
1186.41
Providing concrete M-25 for plain/reinforced concrete in open foundation/Sub structure/ superstructure using branded cement including rigid steel centring formwork complete as per drawings and technical specification clause 800,1205.4,1205.5 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
-
-
-
Foundations
54.83
284486
5188.7
Substructure
68.92
378591
5493.2
Superstructure
41.1
244559
5950.35
Supplying, fitting and placing HYSD bar (Fe 500/Fe550 of TATA,SAIL,RINL,ZINDAL ,SHYAM Steel etc as per SOR) confirming to approved grade F-415 for Sub structure reinforcement complete as per drawings and technical specifications Clause 100 and 1202 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge..
-
-
-
Foundations
54.83
371182
6769.95
Substructure
84.43
572529
6781.27
Superstructure
47.2
324233
6869.5
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
50
8529
170.6
Providing & laying cement concrete wearing course M 30 grade including reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1200 and as per direction of the Engineer-in-Charge .(Rate to be quoted inclusive of steel)
6.16
33044
5360.04
Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling 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 Clauses 800, 900 and 1208.3 and as per the direction of the Engineer-in-charge
12
32082
2673.51
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 as per Clause 1200,1204.3.8 of MoRD and as per direction of the Engineer-in-Charge.
43.2
71057
1644.86
Providing and fixing of typical PMGSY 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 and MORD specification Clause 300,800 & 1700 and Annexure 1700.1 of MORD and as per direction of the Engineer-in-charge.
2
16986
8493.39
Reinforced cement concrete M15 grade Kilometre 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 as per direction of Engineer-in-charge.
-
-
-
5km stone
-
-
-
1 km stone
4
6668
1667.08
200 mtr stone
14
6706
479.06
Providing and fixing of typical PMGSY Citizen 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. and as per the direction of the Engineer-in-charge
2
26986
13493.06
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 1700 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 1700,300 & 800 of MORD etc. complete as per direction of the Engineer-in-Charge
14
19388
1384.87
Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause.and as per the direction of the Engineer-in-charge
79
54249
686.7
Total Construction Cost
1
13504558
44697304.82
Routine Maintenance
Routine Maintenance after completion of construction works for 1st Year
3.4
132700
39029.65
Routine Maintenance after completion of construction works for 2nd Year
3.4
157272
46256.73
Routine Maintenance after completion of construction works for 3rd Year
3.4
202052
59427.14
Routine Maintenance after completion of construction works for 4th Year
3.4
239149
70338.17
Routine Maintenance after completion of construction works for 5th Year
3.4
250204
73589.68
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