Department Of Rural Development And Panchayats Tender
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The Department Of Rural Development And Panchayats has issued a formal invitation for competitive bids for Nit 129 Dated 04.10.2019 Const. Of Package No. Cg 03-15 (balance Work) District Dantewada 1. Balance Work Of Tumakpal To Badegadam in Dantewada, Chhattisgarh. The bid opening date for this tender is 09-10-2019 and the last date for bid submission is 16-10-2019. Interested bidders for Department Of Rural Development And Panchayats tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
Department Of Rural Development And Panchayats Tender
Opening Date9 Oct 2019
Closing Date16 Oct 2019
Tender AmountRefer Documents
Costs
EMD
₹ 2,28,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
57182Tender No
57182Tender 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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Construction of toe walls for protection of slopes as per drawing and technical Specications clause 1302.5
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Excavation for structure
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
195
93405
479
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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
132
90420
685
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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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From ch 0 to7200 mts(A) non theory jungal
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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
11.21
938847
83721
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Seal Coat
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Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.
3
22362
7454
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Excavation in Cutting in Soil by manual means
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Construction of Embankment with Material Obtained from Roadway Cutting
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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
10134.45
972907
96
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(i) Fifth Km.Stone
2
8000
4000
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P.C.C grade M 10 (Normal mix(1:3:6)
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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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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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For height upto 5m
349.37
1971466
5643
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Total
42800
171200
4
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Providing & Fixing of PMGSY 'Logo' board
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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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P.C.C grade M 15 (Normal mix(1:2.5:5)
492.14
2686105
5458
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Stone/Boulder
108.25
216716
2002
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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
167
64462
386
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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
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From ch 7200 to 10700mts.
10134.45
658739
65
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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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Open-Graded premix carpet 20mm thick using Bituminous Binder (cationic Bitumen Emulsion/coldmix binder tailor made, complying with IS : 8887
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Kilometre Stones
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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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(ii) Ordinary Kilometer Stone (Precast)
8
18672
2334
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Construction of sub grade
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Tack Coat
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Providing anf fixing 'Citizen Information Board' ofPPMGSVY project
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R.C.C M 25 (Design mix)
148.89
1128177
7577
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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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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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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composedof 13.2 mmm to 5.6 mm aggregates either using penetration grade 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 80-100KN 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 MoRD
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
8.63
20021
2320
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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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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
12.15
90286
7431
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Stone pitching for berms.
67.5
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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
109.85
205641
1872
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P.C.C grade M 15 (Nomal mix (1:2.5:5)
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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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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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Granular Sub-base with Well Graded Material (Table 400.1)
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granular Material
588.24
538826
916
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
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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
31534
15767
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Providing and Fixing Informatory and Logo Board of PMGSVY project
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Wing
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Boundary Pillar
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Semi- Reflective Traffic Signs
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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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Prime Coat
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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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Filler Joint
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Upto 3 m depth Abutment
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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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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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Ordinary soil
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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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Construction of Hard Shoulders as per Technical Specification Clause 407
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WBM Grading-2
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(iii) 200 m stone (precast)
43
24768
576
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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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Random rubble masonry in case of stone pitching laid with cement mortar(1:5)
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WBM Grading-3
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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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Dhamtari, Chhattisgarh