Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Opening Date14 Dec 2022
Closing Date29 Dec 2022
Tender AmountRefer Documents
Costs
EMD
₹ 3,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
117207Bid Award Id
ViewTender No
117207Tender 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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1000 mm Dia
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Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical.Ordinary soil
(i) Upto 3 m depth
304.16
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131.4
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(ii) 3 m to 6m depth
5.87
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150.3
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Add extra in rates of dewatering of above items if dewatering is resorted.
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26.28
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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.
13.73
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65286
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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
133.28
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14123.7
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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
2
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67500
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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
169.6
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5191.2
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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.)
6.51
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4067.1
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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.
25.69
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61823.7
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Exploratory boring 100mm dia:-at the location of piers and abutments or for high embankments in approaches in all type of strata as per IRC 78:2014 and section 2400 of specifications for collection of samples at different depth(rock sample and undisturbed soil sample)and test including preseving core samples as per specification.
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UPTO 1.0 m below bed level
3
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5355.9
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Beyond 1.0 m upto 5.0 depth
10.5
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1170
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Beyond 5.0 m
20.5
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1327.5
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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
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Height upto 5m (RCC Grade M30)
110.99
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5733
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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
7.93
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62101.8
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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
44.17
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288.9
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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
169.13
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814.5
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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.
88.34
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1733.4
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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
39000
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0.9
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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
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(ii) Height 5m to 10m
107.63
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6798.6
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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
14.02
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63090.9
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification
18
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10662.3
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Drainage Spouts complete as per drawing and Technical specifications of section 2705
8
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1806.3
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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
52.92
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3993.3
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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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8520.3
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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.)
16.8
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10011.6
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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. )
180.8
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135.9
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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.
2
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5940
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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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765
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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.
197.7
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180
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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
164.64
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650
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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.
185.22
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1478
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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.
32.84
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358
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Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
32.95
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5998
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Open - Graded Premix Surfacing 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as sqm per Technical Specification Clause 508.2
659
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126
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Seal Coat 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 Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Case - I : Type A (Bitumen (VG-10)
659
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56
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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 Cement concrete of grade M 15
204.84
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4356
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical Clause 1302
102.42
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1660
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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
205.32
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3648
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Cement concrete grade M 10 in case of concrete block P.C.C grade M 10 (Nominal mix 1:3:6)
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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
0.72
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4729
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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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13749
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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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14015
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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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6626
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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.
102
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472
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HYSD steel bars Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.32
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58850
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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
45.9
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17
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TOTAL
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WITH 18% GST
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1st Year (15% of 2.5% of Const. Cost.)
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2nd Year (15% of 2.5% of Const. Cost.)
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3rd Year (20% of 2.5% of Const. Cost.)
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4th Year (25% of 2.5% of Const. Cost.)
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5th Year (25% of 2.5% of Const. Cost.)
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Total Maintenance cost
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WITH 18% GST
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GRAND TOTAL
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Say in Lacks
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