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Reconstruction Of Road From Howraghat Town To Uttar Borbil Natun Bazar Via Pan Engti Gaon Reconstruction Of Road From Howraghat Town To Uttar Borbil Natun Bazar Via Pan Engti Gaon, Dokmoka-Assam

Karbi Anglong Autonomous Council-KAAC has published Reconstruction Of Road From Howraghat Town To Uttar Borbil Natun Bazar Via Pan Engti Gaon Reconstruction Of Road From Howraghat Town To Uttar Borbil Natun Bazar Via Pan Engti Gaon. Submission Date for this Tender is 20-04-2020. Road Work Tenders in Dokmoka Assam. Bidders can get complete Tender details and download the document.




Tender Notice

23943080
Corrigendum : Reconstruction Of Road From Howraghat Town To Uttar Borbil Natun Bazar Via Pan Engti Gaon Reconstruction Of Road From Howraghat Town To Uttar Borbil Natun Bazar Via Pan Engti Gaon
Open Tender
Indian
Assam
Dokmoka
20-04-2020

Tender Details

Reconstruction Of Road From Howraghat Town To Uttar Borbil Natun Bazar Via Pan Engti Gaon Reconstruction Of Road From Howraghat Town To Uttar Borbil Natun Bazar Via Pan Engti Gaon

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 25-Mar-2020 Date extension Date 03-04-2020
2 04-Apr-2020 Date extension notice Date 20-04-2020

Key Value

Document Fees
INR 1463 /-
EMD
INR 146340.0 /-
Tender Value
INR 73.16 Lakhs /-

BOQ Items

Name of Work: Re-construction of Road from Howraghat Town to Uttar Borbil Natun Bazar Via, pan engti gaon L=2.88 Km under SOPD (G) for the year 2019-2020
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Maintenance of Earthen shoulder (filling with fresh selected soil)\nMaking up loss of material/irregularities on shoulders to\nthe design level by adding fresh approved selected soil\nand compacting it with appropriate equipment at OMC\nup to a lead of1000 m as per technical specification Clause 1903\nMaintenance of Earhen shoulder (stripping of excess soil)\n BI01010001010000000000000515BI0100001113 8640 Sqm
2 2 Scarifying Existing Granular Surface to a Depth of 50mm by Manual Means\n(a) Manual means\nScarifying existing granular surface to a depth of SO mm and disposal of scarified material with a lift upto 3 m and leaqs upto 1000 m as per Technical Specification Clause 301.4.\n BI01010001010000000000000515BI0100001114 2668.68 sqm
3 3 (2) WBM Grading 2\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to flll­ up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.\n(A) By Manual Means\n\n BI01010001010000000000000515BI0100001115 28.05 cum
4 4 (3) WBM Grading 3\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rollingwith smooth wheel roller 80•100 kN In stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means\n BI01010001010000000000000515BI0100001116 178.71 cum
5 5 Prime coat. (ii) Medium porosity\n..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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502\n BI01010001010000000000000515BI0100001117 3971.25 sqm
6 6 ii 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. BI01010001010000000000000515BI0100001118 3971.25 sqm
7 7 Semi - Dense Bituminous Concrete {Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. gra de, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect.\nA A. With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)\n(I) (i) for Grading -11 (10mm nominal size) BI01010001010000000000000515BI0100001119 99.28 cum
8 8 Roller Compacted Concrete Pavement\nConstruction of Roller Compacted Concrete Pavement\n(RCCP) with coarse and fine aggregates conforming to 15:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1mm and with minimum cemnt content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502 BI01010001010000000000000515BI0100001120 682.88 sqm
9 9 Surface Drains in Soil\n(i) Construction of unlined surface drains of average cross­ sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of SO m (average lead 25 m) as per Technical Specification Clause 307.\n(A) Manual Means\n(B) Mechanical Means BI01010001010000000000000515BI0100001121 210.8 M
10 10 Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work\nPainting lines, dashes, arrows, etc: on roads in two coats on new work with ready mixed road marking paint conforming to 15:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter,demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 Assuming 100 mm width BI01010001010000000000000515BI0100001122 210.8 sqm
11 11 Direction and Place Identification signs upto 0.9 sqm size\nA. Retro-reflectorised Traffic Signs\nProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 BI01010001010000000000000515BI0100001123 0.79 sqm
12 12 Traffic Signs\nRetro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2 .3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) 600mm equilateral triangle BI01010001010000000000000515BI0100001124 6 each
13 13 ii) 600mm circular BI01010001010000000000000515BI0100001125 4 each
14 14 iii) 600mm x 600mm square BI01010001010000000000000515BI0100001126 4 each
15 15 Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflect rising glass beads @250 gm per sqm area thickness of 2.5mm is exclusive of surface applied beads as per IRC 35 the finished surface to be level inform and face from streaks and holes and conforming to the MORTH specification. 2x2880.00x0.10=360sqm BI01010001010000000000000515BI0100001127 576 Sqm
16 16 Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting ijie\nsaplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. 2x(2880.00/30.00)\n=2x96=192 nos BI01010001010000000000000515BI0100001128 192 each
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