Rural Works Division has published Construction Of Road From 34 . 00 Km Point Of Bro Road To Mangnam Village . Earthwork , Pavement , Carpeting , Plain And Rcc , Masonry Work , Finishing And Road Furniture .. Submission Date for this Tender is 07-07-2020. Road Work Tenders in Lumla (Lungla) Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Jul-2020 | CHANGE IN TECHNICAL BID OPENING DATE | Date | 07-07-2020 |
| Name of Work: - Road from 34.00 Km point of BRO Road to Mangnam Village (PMGSY-II,Up-Gradation) Package No: AR/08/02/011 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sub-Head : Earth Work/Pavement | |||
| 2 | 1.01 | Excavation in soil in hilly area by manual means including cutting and trimming of sides slopes and disposing of excavated earth with a lift up to 1.50 m and lead upto 20 m as per drawing and techinical specification clouse 1603.1 | BI01010001010000000000000515BI0100001593 | 363.75 | cum |
| 3 | 1.02 | Earthwork in excavation 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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material\nOrdinary soil\n(i)Upto 3 m depth | 428.94 | cum | |
| 4 | 1.03 | Dismantling of Kilometer Stones\nDismantling of Kilometer Stones inculding of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical specification clause 202.\n(B) Ordinary Km Stones | 4 | nos | |
| 5 | 1.04 | (C) 200 m Stones | 15 | nos | |
| 6 | 1.05 | Dismantling of Flexible Pavement\nDismantaling of flexible pavements and disposal of dismantled upto a lead of 100 m, stacking serviceable and underviceable materials separtely as per Technical Specification Clause 202.\nBy mechanical means\n(A) Bituminous Courses | 294.58 | cum | |
| 7 | 1.06 | By Manual Means\n(B) Granular Courses | 879.5 | cum | |
| 8 | 1.07 | Compacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level,watered, graded and compacted in layers to meet requirement of Tables 300.1and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 6273.86 | Sqm | |
| 9 | 1.08 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place\nUsing naturally occuring gravel GSB Gr-I | 1734.54 | Sqm | |
| 10 | 1.09 | Providing, 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 fill-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 WBM-II | 254.68 | cum | |
| 11 | 1.1 | Providing, 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 to fill-up the Interstics of course aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means WBM-III | 1085.04 | cum | |
| 12 | 1.11 | Prime Coat:\n(i) Low Porosity \nProviding 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 | 14467.1 | Sqm | |
| 13 | 1.12 | Tack Coat\nProviding 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 | 14592.1 | Sqm | |
| 14 | 1.13 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 80-100 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.\nCase - I By Manual Means\n(iv) Bitumen S-90 | 14475.1 | Sqm | |
| 15 | 1.14 | Seal Coat\nProviding 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\nB. By Mechanical Means\nCase - I : Type A\n(IV) Bitumen (S-90) | 14592.1 | Sqm | |
| 16 | 2 | Sub-Head : Conc. Work - Plain & RCC/Masonry Work/Finishing | BI01010001010000000000000515BI0100001594 | ||
| 17 | 2.01 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C. grade M 10\n(i)Nominal mix 1:3:6 (Hand mixing) | BI01010001010000000000000515BI0100001595 | 108.16 | Cum |
| 18 | 2.02 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\n(I) Random Rubble masonry (i) In 1:4 cement mortar | BI01010001010000000000000515BI0100001596 | 111.56 | cum |
| 19 | 2.03 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\nIII. Random rubble masonry , iii) In cement mortar (1:5) | 679.12 | cum | |
| 20 | 2.04 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\nI) Granular material | 219.38 | cum | |
| 21 | 2.05 | II) Sandy material | 197.38 | cum | |
| 22 | 2.06 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through 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 | 188 | nos | |
| 23 | 2.07 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001597 | 882.71 | Sqm |
| 24 | 3 | Road Furniture | BI01010001010000000000000515BI0100001598 | ||
| 25 | 3.01 | Reinforced cement concrete M15 grade kilometre 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\n(B) Ordinary Km Stones | BI01010001010000000000000515BI0100001599 | 4 | each |
| 26 | 3.02 | Reinforced cement concrete M15 grade kilometre 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\n(C) 200 m Stones | 15 | each | |
| 27 | 3.03 | Providing and Fixing PMGSY Logo Board at starting point\nProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. | 1 | each | |
| 28 | 3.04 | Providing and Fixing 'Logo' of PMGSY Project\nspecifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 1 | each | |
| 29 | 3.05 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"\nProviding and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. | 1 | each | |
| 30 | 3.06 | Retro-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 | 4 | each | |
| 31 | 3.07 | Semi-Reflective Traffic signs\nDirection and place identification signs more than 0.90 sqm sign board\nProviding and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint 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 | 2 | each | |
| 32 | 3.08 | Safety Devices and Signs in Construction Zones\nProvision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.\nSpeed limit | 5 | each | |
| 33 | 4 | Routine Maintenance | BI01010001010000000000000515BI0100001600 | ||
| 34 | 4.01 | First Year | BI01010001010000000000000515BI0100001601 | ||
| 35 | 4.02 | Second Year | BI01010001010000000000000515BI0100001602 | ||
| 36 | 4.03 | Third Year | BI01010001010000000000000515BI0100001603 | ||
| 37 | 4.04 | Fourth Year | BI01010001010000000000000515BI0100001604 | ||
| 38 | 4.05 | Fifth Year | BI01010001010000000000000515BI0100001605 | ||
| 39 | 5 | GST | BI01010001010000000000000515BI0100001606 | ||
| 40 | 5.1 | Add GST @ 12% | BI01010001010000000000000515BI0100001607 |
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