Tribal Welfare Engineering Department Tender
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The TWED has issued a formal invitation for competitive bids for the Tribal Welfare Engineering Department project, for Providing Bt Road From R&b Road To Ravimanupakalu In G.k.veedhi (m)(length 1.80 Kms) Of Visakhapatnam District in Visakhapatnam, Andhra Pradesh, with an estimated contract value of Rs. 96,41,786. The bid opening date for this tender is 17-02-2020 and the last date for bid submission is 02-03-2020. Interested bidders for Tribal Welfare Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Tribal Welfare Engineering Department - TWED Tender
Opening Date17 Feb 2020
Closing Date2 Mar 2020
Tender Amount₹ 96,41,786 This is an estimated amount, exact amount may vary.
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
316532Bid Award Id
ViewTender No
Nit.No.90/2019-20/SE/TW/EI/DB/Dt.07.02.2020Tender Authority
Tribal Welfare Engineering Department ViewPurchaser Address
-Website
http://http://www.aptribes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and applying primer coat with bitumen Emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.70-1.0 Kg/Sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet Mix Macadam & WBM) including contractors profit & Over head charges etc, complete for Prime coat.
6375
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55.65
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Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate as per table 400.11 and 400.12 of MORD to Wet Mix macadem specification including cost,seignorage of all materials and including premixing the material with water at OMC in Mechanical mix plant (pug mill) carriag of mixed material by tipper to site , laying in uniform layers with motor grader on base course on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (4th revision) and 406 MORD complete for finished item of work. (Payment based on levels for finished item of work)
1435
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2876.3
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Ordinary KM Stone(precast)
3
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2674.3
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Providing weep holes in plain/reinforced concrete Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structute at 1.00m C/C in both horozomtal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes layig above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V:20H towards stream side face etc., as per technical specification MoRT&H 2706&2200(4th Revision),614,709,1204.3.7 MORD complete for finished item of work for weep holes
328
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571.9
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Earth work excavation by mechanical means for structures 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 Mt, dressing of sides and bottom and backfilling in trenches with excavated suitable material and seigniorage charges complete for finished item of work as per Technical Speicification 305 MORD/304 MORTH with bailing out Water & Mechanical Means.
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98.15
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Back filling behind Abutments with gravel including cost and conveyance of all materials to site, and seigniorage charges of all materials and labour charges etc., complete as per Clause 710.1.4 of IRC:78 and as per MoRT&H Specification No.2200(4th Revision) and 1204.3.8 MORD as per Drawing and complete for finished item of work.
50
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696.8
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Ordinary HM Stone(precast)
7
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707.9
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Providing and applying tack coat with bitumen Emulsion (Rapid settting-1) using Emulsion pressure distributor at the rate of 0.275kgs per sqm on the prepared bituminous surface cleaned with hydralic broom as per MoRT&H Specification 503 (4th revision) and 503 MORD as directed by the Engineer-in-Charge complete for finished item of work.
6375
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12
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Providing Plain Cement Concrete (1:3:6) mix M10 Grade using 40mm (SS5) size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost and conveyance of all materials to site, seigniorage charges and labour charges for centering, machine mixing, laying concrete in position, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., as per technical specification MoRT&H 1500, 1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORDas directed by the Engineer-in-Charge complete for finished item of work for levelling course
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5555.3
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Providing Plain Cement Concrete (1:4:8) mix M7.5 Grade using 40mm (SS5) size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost and conveyance of all materials to site, seigniorage charges and labour charges for centering, machine mixing, laying concrete in position, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., as per technical specification MoRT&H 1500, 1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORDas directed by the Engineer-in-Charge complete for finished item of work for levelling course
40
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5300.8
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Construction of Granular sub-base by providing HBG material confirming to Grading-III of MoRT&H Table 400-2 and Table 400.1 of MORD including cost, seiniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with Rotavator/approved means at OMC and compacting with vibratory roller to achieve the desired density etc, as per technical specification 401 MORTH (4th revision) and 401 MORD and as directed by the engineer-in-chief complete for finished item of work. (Payment will be made based on level for finished item of work).
60
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2283.8
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Construction of Gravel shoulders with naturally occuring gravel including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers by with motor graded on prepared surface,by mixing by mix in place method with rotovator and compacting with smooth wheeled roller to achieve the desired density at OMC etc., as per MoRT&H Specification 401&407(4th revision) and 408 MORD as directed by the Engineer-in-charge for finished item of work.
675
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531.5
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Providing, laying and rolling of close-graded mix seal surfacing material of 20/25 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500-26 of MORTH and Table 500.15 of MORD using 60/70 penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hot mix plant of 40 to 60 tonnes per hour capacity, laying with paver finisher hydrostatic with sensor attachment and rolling with a Smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade as per technical specification 512 MORTH and 509 MORD including cost and conveyance of all materials, seigniorage charges etc., complete for finished item of work.
6375
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170.5
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Vibrated Plain Cement Concrete M15 grade using 40mm,20mm & 10mm HBG machine crushed stone aggregate conforming to table 1000.1 and fine aggregate conforming to table 1000.2) including cost, seigniorage and conveyance of all materials to site and all labour charges for machine mixing, laying in position, compacting, vibrating and curing including all other incidental and all other operational charges of T&P required etc, as per techinical specification MORTH & H 1500,1700,2200( 4th revision) and 802, 804,805,806,807, 1202 &1204 MORD complete for finished item of work for Sub structure wall body walls, parapet walls, Abutiments, Piers and wing walls.
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6071.6
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Clearing and grubbing road land by mechanical means including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 MORD / MORTH complete for finished item of work.
5400
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2.05
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Providing, laying Reinforced cement concrete Hume pipes of 1000 mm diameter NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000 mm diameter R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H (4th Revision) Specification Clauses 2900, 2905 & 2906, IRC Special Publication No: 13 and 1106 MORD as directed by the Engineer-in-Charge, complete for finished item of work.
30
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8062.45
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TOTAL NUMBER OF ITMES 19 ( NINETEEN ) ITEMS ONLY
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