Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Bridge Construction
Opening Date27 Jan 2023
Closing Date6 Feb 2023
Tender AmountRefer Documents
Costs
EMD
₹ 7,57,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
121830Bid Award Id
ViewTender No
121830Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical.Ordinary soil
(i) Upto 3 m depth
359.77
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Add extra in rates of dewatering of above items if dewatering is resorted.
53.27
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Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing and specifications as per section 1200 and 1900.
51.96
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Bored cast-in-situ M35 grade R.C.C. pile excluding
reinforcement complete as per drawing and technical
specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. Pile Dia 1200 mm
374.8
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Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only
Lateral load test
3
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-
Cement concrete for reinforced concrete in pile cap complete
as per drawing and Technical Specifications per clause
1100,1500 and 1700.
RCC Grade M30
347.51
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Levelling course for Pile cap (Providing and laying of P.C.C. M-15 levelling course 100mm thick below the pile cap.)
9.13
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
56.63
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Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including
preserving core samples as per specifications.
(i)Upto 1.0 m below bed level
4
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Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including
preserving core samples as per specifications.
(ii)Beyond 1.0 m upto 5.0 m depth
20
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Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including
preserving core samples as per specifications.
(iii)Beyond 5.0 m depth
60
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Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Height upto 5m (RCC Grade M30)
206.64
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200
15.66
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Providing weepholes in Brick masonary / Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face . Complete as per drawing and technical specification and as per clause 2706 and 2200
22.8
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200
(i) Granular material
220.16
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Providing & laying of filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
381.9
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200 towards the soil and bigger size towards the wall and
117000
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700
B. RCC Grade M 30
(II)SUPER - STRUCTURE II For T-beam & slab (a) Using Concrete Mixer
(ii) Height 5m to 10m
368.93
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Supplying, fitting and placing HSD (High Strength
Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
42.05
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification
40.5
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
32
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700
21.52
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Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704
14.7
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal
movement upto 70 mm, complete as per approved drawings and standard specifi cations to be installed by the
manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for
installation.)
33.6
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Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to
unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
406.8
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Providing and Fixing of Av. 20mm thick Granite plate
including cutting and polishing and inscribed details as per
approved drawing i/c engraving the matter as desired.
4
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Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)
77
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(ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)
4509.35
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Construction of Subgrade and Earthen Shoulders
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.
49.86
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Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401.A Plant mix method (with Mechanically crushed stone only) (ii) for grading- II Material
161.4
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Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
80.7
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Construction of hard shoulders as per Technical Specification Clause 407.
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 desired density as per technical specification clause 407 & 401.
33.24
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Construction of un-reinforced, jointed at expansion and construction joint only, plain 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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling 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, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
161.4
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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 material.
(I) Ordinary soil( i). Upto 3 m depth
1246.55
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Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
1000 mm Dia
45
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Nominal Mix 1:3:6(with 40mm Graded metal
112.01
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15(Nominal mix (1:2.5:5)
256.47
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
IV. R.C.C grade M 20
429.27
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
7.06
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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
441.6
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Cautionary, mandatory, informatory direction and place Semi-Reflective Traffic signs upto 0.90 sqm identification sign boards.
Direction and place identification signs up to 0.9 sqm size board
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
1.44
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Providing and Fixing Informatory and Logo Board of PMGSY Project (B) 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 Clause 1701 and Annexure 1700.1 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
1
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Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back
1
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Providing & Fixing of PMGSY 'Logo' board
Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
1
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Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.
162
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-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Cement concrete blocks of size as per Table 1300.2 cast in
126.94
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical Clause 1302
63.47
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Painting on Concrete Surfaces White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
99
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WITH 18% GST
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1st Year Maintenance
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2nd Year Maintenance
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3rd Year Maintenance
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4thYear Maintenance
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5thYear Maintenance
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Total Cost of maintenance
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Grand Total(Included Maintenance)
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Sub Engineer
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CGRRDA,PIU-02,Ambikapur
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Distt. - Surguja ( C.G.)
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Executive Engineer
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CGRRDA,PIU-02,Ambikapur
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Distt. - Surguja ( C.G.)
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Evaluation Notes How It Works ?
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