Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Road Construction
Opening Date14 Jul 2022
Closing Date20 Jul 2022
Tender AmountRefer Documents
Costs
EMD
₹ 52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
104973Bid Award Id
ViewTender No
104973Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
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(i) Excavation in Cutting in Soil by manual means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
1480
66600
45
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(i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
1500
36000
24
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Construction of Embankment with Material Obtained from Borrow pits
-
-
-
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Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting using vibratory roller to meet requirement of Tables 300.1 & 300.2 with a lead up toas per technical specifications clause 301.5
-
-
-
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Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
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Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface,with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.0.0
-
-
-
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(B) Disintegrated rock i.e. mourum having CBR value not less then 15% and PI & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer)
-
-
-
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Total
1680
366240
218
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Construction of sub grade
-
-
-
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Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
-
-
-
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Providing, laying spreading and compacting Mechanically crushed stone aggregates 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, crushable screening to fiil-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical specification Clause 405
-
-
-
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Sub total
2039.48
-
-
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Add 5% for extra Widening
101.97
-
-
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WBM Grading-3
-
-
-
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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 80-100 KN static roller in stages to proper grade and Camber, applying and brooming, stone screening / binding material to fill up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
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-
-
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Construction of Hard Shoulders as per Technical Specification Clause 407
-
-
-
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Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the density as per technical specification clause 407 & 401
-
-
-
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Prime Coat
-
-
-
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
-
-
-
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Tack Coat
-
-
-
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(iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
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Open-Graded premix carpet 20mm thick using Bituminous Binder (cationic Bitumen Emulsion/coldmix binder tailor made, complying with IS : 8887
-
-
-
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20 mm thick open graded premix corpet using bitumen emulsion as per technical specification clause 508.2
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-
-
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Seal Coat
-
-
-
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall Using Type A, Type B and Type C as per Technical Specification Clause510 MoRD
II Bitumen (S65)/ VG 30
-
-
-
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Semi- Reflective Traffic Signs
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-
-
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Cautionary, mandatory, informatory direction and place identification sign boards.Semi-Reflective Traffic signs upto 0.90 sqm Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
0.72
1474
2048
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Providing anf fixing 'Citizen Information Board' ofPPMGSVY project
-
-
-
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(A) Providing and fixing of typical “PMGSY Citizen Information Board” with Logo as per MORD specifications & drawings, made of 75mm square or 75mm dia circular steel tube of 12 SWG 3.2m height and cross member 2nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back
1
7389
7389
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Providing and Fixing Informatory and Logo Board of PMGSVY project
-
-
-
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Providing typical PMGSY informatory & logo board as per approved drawing & specifications,painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & Colours.Brick/Stone Masonary
1
5000
5000
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Providing & Fixing of PMGSY 'Logo' board
-
-
-
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Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
2
14778
7389
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Kilometre Stones
-
-
-
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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 and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
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(i) Fifth Km.Stone
-
-
1633
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(ii) Ordinary Kilometer Stone (Precast)
6
5892
982
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(iii) 200 m stone (precast)
20
5180
259
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Boundary Pillar
-
-
-
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Reinforcement cement concrete M15 grade boundary pillars/ local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
96
21984
229
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Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable
-
-
-
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Ordinary soil
561.5
58396
104
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Providing concrete for plain/reinforced concrete in open foundation completre as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
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P.C.C grade M 15(Nominal mix (1:2.5:5)
625.6
1435752
2295
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P.C.C grade M 10 (Normal mix(1:3:6)
62.4
142334
2281
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Total
-
-
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 804, 805.
-
-
-
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For height upto 5m
-
-
-
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P.C.C grade M 15 (Nomal mix (1:2.5:5)
195.95
475766
2428
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Above Ground level
-
-
-
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
-
-
-
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
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R.C.C M 25 (Design mix)
47.46
162787
3430
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Filler Joint
-
-
-
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
-
-
-
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Slab
105
28140
268
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Providing weepholes in brick masonry/stone mansonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extendingthrough 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
-
-
-
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm 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 technical specification Clause 1204.3.8
-
-
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
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granular Material
165.6
62100
375
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
-
-
-
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Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4
II. Nominal mix (1:2.5:5)
-
-
2207
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
85
50660
596
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
-
-
-
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Stone/Boulder
95.5
52525
550
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Total:-
-
8470909
-
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Sub-Engineer
-
-
-
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PIU-01, CGRRDA Dantewada
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