Department Of Rural Development And Panchayats Tender
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Department Of Rural Development And Panchayats Tender
Civil And Construction
Road Construction
Opening Date23 Aug 2024
Closing Date30 Aug 2024
Tender Amount₹ 3,48,86,000
Costs
EMD
₹ 1,74,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
157876Bid Award Id
ViewTender No
157876Tender Authority
Department Of Rural Development And Panchayats ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
Total
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Compacting Original Ground / Existing Embankment.
-
-
-
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.
1500
43500
29
Construction of Embankment with Material Obtained from Roadway Cutting
-
-
-
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
1500
115500
77
Construction of Embankment with Material Obtained from Borrow pits
-
-
-
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
-
-
-
PER KM 300 FOR RAINS CUTS
12900
3173400
246
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
-
-
91
Construction of sub grade
-
-
-
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.
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
-
-
-
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 (Grading III)
-
-
-
Total
2916
2653560
910
WBM Grading-2
-
-
-
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
-
-
-
WBM Grading 3
-
-
-
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 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
-
-
-
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)
-
-
-
Prime Coat
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-
-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
-
-
-
Tack Coat
-
-
-
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder
-
-
-
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
-
-
-
Bitumen (VG-30)
13500
2308500
171
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 - II : Type B
13500
810000
60
(ii)Bitumen (VG-30)
-
-
-
Semi- Reflective Traffic Signs
-
-
-
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
10.8
71506
6621
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
Providing and Fixing Informatory and Logo Board of PMGSVY project
-
-
-
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
Providing & Fixing of PMGSY 'Logo' board
-
-
-
Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
2
18552
9276
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
-
-
-
(i) Fifth Km.Stone
-
-
5180
(ii) Ordinary Kilometer Stone (Precast)
6
18432
3072
(iii) 200 m stone (precast)
15
9720
648
Boundary Pillar
-
-
-
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
30
21720
724
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.
600
2075400
3459
Excavation for structure
-
-
-
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
-
-
-
Ordinary soil
-
-
-
Upto 3 m depth Abutment
-
-
-
Upto 3 m depth Abutment
56.11
-
-
Wing
25.53
-
-
Providing concrete for plain/reinforced concrete in open foundation completre as per drawings and technical specifications Clause 802, 83, 1202 & 1203
-
-
-
Upto 3 m depth Abutment
10.96
-
-
Wing
4.75
-
-
P.C.C grade M 10 (Normal mix(1:3:6)
156.18
797611
5107
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 804, 805.
-
-
-
For height upto 5m
-
-
-
Upto 5 m depth Abutment
9.32
-
-
Wing
4.28
-
-
Upto 5 m depth Abutment
33.08
-
-
Wing
20.03
-
-
P.C.C grade M 15 (Nomal mix (1:2.5:5)
1065.6
5740387
5387
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
16.84
1286306
76384
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 804, 805, 806, 807, 1202 and 1204
-
-
-
For height upto 5m
-
-
-
P.C.C. grade M 20 (Nominal mix (1:2:4)
70.96
428740
6042
Providing and laying, reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
R.C.C M 20 (Nominal mix)
131.98
902611
6839
Filler Joint
-
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
47.7
20558
431
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
602
201670
335
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
120.17
217147
1807
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
granular Material
-
-
1025
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
23.01
53475
2324
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
58
116928
2016
Stone/Boulder
-
-
-
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