Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Road Construction
Opening Date7 Jul 2023
Closing Date21 Jul 2023
Tender AmountRefer Documents
Costs
EMD
₹ 88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
141042Bid Award Id
ViewTender No
141042Tender 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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Total
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Compacting Original Ground / Existing Embankment.
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-
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Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
1080
31320
29
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Construction of Embankment with Material Obtained from Roadway Cutting
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-
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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77
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Construction of Embankment with Material Obtained from Borrow pits
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-
-
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Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5
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-
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PER KM 3000
6000
1476000
246
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Excavation in Cutting in Soil by manual means
-
-
-
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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
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-
91
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Construction of sub grade
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-
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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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-
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Granular Sub-base with Well Graded Material (Table 400.1)
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-
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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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Total
1215
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-
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WBM Grading-2
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-
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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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-
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WBM Grading-3
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-
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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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Add 5% for extra Widening
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-
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Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 10) 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.(To be used for side shoulder WBM
1170
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-
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Prime Coat
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-
-
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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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From ch 0 to 8200 mts
12000
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-
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Sub total
12000
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-
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Add 5% for extra Widening
600
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-
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Tack Coat
-
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-
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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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From ch 0 to 8200 mts
12000
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-
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Sub total
12000
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-
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Add 5% for extra Widening
600
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-
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20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder
-
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-
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006
(II) Bitumen (VG-30)
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-
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From ch 0 to 8200 mts
12000
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-
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Sub total
12000
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-
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Add 8.7% for extra Widening
600
-
-
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Seal Coat
-
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-
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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(using three wheel 80-100 KN static roller) Case-III Type C, Bitumen Emulsion coldmix binder tailor made complying with IS : 8887
Case - II : Type B
(II) Bitumen (VG-30)
-
-
-
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From ch 0 to 8200 mts
12000
-
-
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Sub total
12000
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-
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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
4.05
26815
6621
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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
2
39242
19621
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Providing and Fixing Informatory and Logo Board of PMGSVY project
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-
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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
2
27054
13527
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Providing & Fixing of PMGSY 'Logo' board
-
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-
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Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
1
9276
9276
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Kilometre Stones
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-
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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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-
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(i) Fifth Km.Stone
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-
5180
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(ii) Ordinary Kilometer Stone (Precast)
3
9216
3072
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(iii) 200 m stone (precast)
8
5184
648
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Boundary Pillar
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-
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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
22
15928
724
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Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
500
1729500
3459
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Excavation for structure
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-
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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
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-
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Upto 3 m depth Abutment
180.18
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Providing concrete for plain/reinforced concrete in open foundation completre as per drawings and technical specifications Clause 802, 83, 1202 & 1203
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-
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P.C.C grade M 10 (Normal mix(1:3:6)
40.04
204484
5107
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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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-
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For height upto 5m
235.62
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-
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P.C.C grade M 15 (Nomal mix (1:2.5:5)
414.83
2234678
5387
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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
75
25125
335
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