Kr0492 Mrl09-Pavannoor Velluvayal Thavalappara Thuruthi Road Pmgsy-Iii- 2021-22 ( Batch-1 ) Package No. Kr0492 Irikkur Block, Kannur District Including Maintenance For Five Years After Construction
Tender Value
4.79 Crore
Estimated cost
Bid Submission
09 Nov 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
7500
Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KSRRDA → Kerala
EMD Exemption
Not Available
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Not Available
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Project Description
Kr0492 Mrl09-Pavannoor Velluvayal Thavalappara Thuruthi Road Pmgsy-Iii- 2021-22 ( Batch-1 ) Package No. Kr0492 Irikkur Block, Kannur District Including Maintenance For Five Years After Construction
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX A - CLEARING AND GRUBBING |
| 2 | Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1 |
| 3 | Cutting of Trees including cutting of Trunks, Branches and removal of Stumps- Cutting of trees, including cutting of trunks, branhes and removal of stumps and roots, refilling, compaction and backfilling and stacking of servicable material by manual means with all liftsas per technical specification Clause 201.1 Girth above 300mm to 600mm - Lead upto 100m |
| 4 | APPENDIX B PAVEMENT COMPONENTS |
| 5 | Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of 100m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses |
| 6 | Scarifying Existing Bituminous Surface to a depth of 150mm - by Mechanical Means - Scarifying the existing granular surafce to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification Clause 301.4.1 |
| 7 | Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000mas per technical specification Clause 302.3 |
| 8 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000m- Excavation for roadwork in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000mas per technical specification Clause 302.3.5 |
| 9 | Construction of embankment with material obtained from Roadway cutting - Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5 |
| 10 | Compacting Original Ground Supporting Subgrade- Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in leyers to meet requirement given in Table 300.1 and 300.2 for subgrade coonstruction as per technical specification Clause 303.5.2 |
| 11 | Waterproofing on top compacted ( as per relevant MoRD specification) original ground, sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (<1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge. |
| 12 | CHAPTER04GRANULAR SUB-BASES, BASES AND SHOULDERS |
| 13 | Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -Construction ofgranular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401 - Using Departmental Material |
| 14 | Stabilized Subbase/Base With Nanotechnology:Providing, Laying, Spreading and Compacting borrow area soil of CBR >5% mixed with 30% crushed aggregate/muruum / GSB Grade 2 as per mix design. Application: (1) Spread and grade loose soil and aggregates as per mix design to achieve desired compacted thickness.(2) Spread Cement 3% by weight of soil -aggregates mix and mix homogenously(3) Apply 1 kg /cumorganosilane Nanotechnologyand 1 kg/cum of nano acrylic Co-Polymer mixed in OMC water (<1000 ppm TDS) on loose soil-aggregate - cement mix. Scarify the material with rotavator. Semi-compact it(4) Compact the stabilized layer with 8 to 10 tonne vibratory roller to achieve the desired density.(5) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (<1000 ppm TDS) @ 3 ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.).Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. |
| 15 | Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -Construction ofgranular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401 |
| 16 | Water Bound Macadam Sub-base / Base- WBM Grading II- By Mannual means - providing, laying, spreading and compacting stone aggregates of specified 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 screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per technical specification Clause 404 |
| 17 | Water Bound Macadam Sub-base / Base- WBM Grading III- By Mannual means - providing, laying, spreading and compacting stone aggregates of specified 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 screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per technical specification Clause 404 |
| 18 | APPENDIX C - BITUMINOUS LAYERS |
| 19 | Prime Coat - Low porosity-providing and applying primer coat with bitumen emulsion (Bulk SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at a rate of 0.70 - 1.00 kg/sqm using mechanical means as per technical specification clause 502 |
| 20 | Tack Coat - Providing and applying tack coat with bitumen emulsion (Bulk RS-1) using emulsion distributorat a rate of 0.25 - 0.30 kg/sqmon the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 |
| 21 | 20mm thick open graded premix carpet using bituminous binder with Organosilane Nanotechnology -by manual Means - Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 roller, finished to required level and grades to be followed by seal coat either Type A or Type B or Type Cas per technical specification clause 508 - Using S65- Bulk and 0.1%Organosilane nanotechnology B/W of Bitumen |
| 22 | Seal Coat - Manual Means - Type C - Providing andlaying seal coat sealing the voids in bituminous surface laid to the specified levels, levels and cross fall using Type A, Type B and Type C as per technical specification clause 510- UsingBitumen S 65-Bulk and 0.1% Organosilane nanotechnology B/W of Bitumen |
| 23 | Cement Concrete Pavement - Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork spreading the concrete with showels,rakes,compacted using needle, screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using curing compoundand water finishing to lines and grade as per drawing and TechnicalSpecifications clause 1501 |
| 24 | APPENDIX D - C D WORKS |
| 25 | Removing all type of hume pipes and stacking With in a lead of 1000m inbcluding Earth work and dismantling of masonry works as per Technical Specification clause 202.1 |
| 26 | Excavation for Structures -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 : Ordinary soil : Upto 3 m depth |
| 27 | PCC Grade M 10 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6 |
| 28 | PCC Grade M 15 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5 |
| 29 | PCC Grade M 15 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5 |
| 30 | Providing and Laying RCC pipe NP3 as per design in single row -Providing and laying RCC pipe NP3 culverts on first class bedding of granular material in single row with cement mortar 1:2 but excluding excavation, protectio works, backfilling, concrete and masonry works in head walls and parapets as per technical specification clause 1106 : 1000mm Dia |
| 31 | RCC Grade M 25 - Providingand laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 -upto 5.00mtr Height |
| 32 | Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202 |
| 33 | PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 |
| 34 | Painting Two coats on New Concrete Suefaces - Painting two coats icluding primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification |
| 35 | PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete |
| 36 | APPENDIX D - PROTECTION WORKS |
| 37 | Dismantling dry rubble masonry of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical specification |
| 38 | Excavation for Structures -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 : Ordinary soil : Upto 3 m depth |
| 39 | DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site |
| 40 | DR with DepartmentalRubble _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 41 | PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 |
| 42 | RCC Grade M 20 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203-upto 5.00m Height |
| 43 | Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202 |
| 44 | PCC Grade M 10 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6 |
| 45 | PCC Grade M 15 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5 |
| 46 | PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete |
| 47 | Guard Stones- Reinforced cement concrete M15 grade guard stonesof size 20x20x120cm size embedded in PCC 1:4:8 block of 45x45x45cm sice with 30cm embedding of stones including painting etc. complete. |
| 48 | Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete. |
| 49 | APPENDIX F - SIDE DRAINS |
| 50 | Excavation for Structures -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 : Ordinary soil : Upto 3 m depth |
| 51 | PCC Grade M 10 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6 |
| 52 | PCC Grade M 15 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5 |
| 53 | RCC Grade M 20 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203-upto 5.00m Height |
| 54 | Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202 |
| 55 | PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 |
| 56 | Surface Drains in Soil- Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3.0m and lead of 50m as per technical specification Clause 307 - By Mannuall Means |
| 57 | APPENDIX G - ROAD LOGO AND OTHER ROAD FURNITURE |
| 58 | Providing and Fixing \"Logo\" of PMGSY Project - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications 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 |
| 59 | Providing and fixing of typical PMGSY citizens\" informationboardas per specifications and drawing. Two vertical 75mm square,12 SWG MS tubes of length 290cm with two identical horizontal tubes of length 100cm make the frame for the board. GI sheets of 870x635x1.6 mm welded toMS angle iron frame of 25mm x 25mm x 5mm andstiffened with 25x25x5mmfixed to the tube frame with 50x50x5mm steel plate makes the information area. The tube posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 800mm below ground level. 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 color.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 |
| 60 | Providing and Fixing typical PMGSY Maintenance information board as per MoRD specifications and drawings-Two vertical76.1mm outer diameter MS sheet tube posts of 3.60mm thickness (medium class)duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 600mm below ground level with two horizontalM S Sheet Tubesof 1000mm length to make the frame of board, four horizontals and two verticalswith M S Sheet rectamngular Tube 50x25x2mm to make the frame to fix the board as per drawing, two M S Sheet 2.00 mm thick board of size 900x1500mm strengthened by 25mmx5mm MS flat iron includingpainting with stove enameled paint on both sides as per MoRD specifications. 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 |
| 61 | Providing and fixing of retro-reflectorised logo board at different locations of roadasper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm x 600mmsize logo and sign board of 1100x300mm |
| 62 | Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - 5th Kilometre stone (pre-cast) |
| 63 | Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - OrdinaryKilometre stone (pre-cast) |
| 64 | Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - 200m stone (pre-cast) |
| 65 | Boundary Piller- Reinforced cement concrete M15 grade boundary pillers / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1704 |
| 66 | Traffic Signs- Retro-reflective Object hazard marker of 300mm x 900mm size - Providing and fixing of retro-reflectorised Object hazard markersign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixedover aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300mm x 300mm x 450 mm, 450 mm below ground level as per drawings and Technical Specification Clause 1701 |
| 67 | Traffic Signs- Retro-reflective Single Chevronof 50cm x 60cmsize - Providing and fixing of retro-reflectorised Object hazard markersign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixedover aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 |
| 68 | Traffic Signs- Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixedover aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm equilateral triangle board |
| 69 | Traffic Signs- Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixedover aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm circular board |
| 70 | Traffic Signs- Direction and place identification sign upto 0.90 sqm size board - Retro - reflective Traffic Signs -Providing 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 exceeding 0.9 sqm supported on 2 inch dia GI Pipe 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 approveddrawing and Tehnical Specification Clause 1701. |
| 71 | Road Markers / Road Studs with lens reflector-Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 |
| 72 | Printing new letters and figures of any shade - printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give a even shade as per drawings and technical specifications clause 1701- English and roman |
| 73 | Total Construction cost |
| 74 | Maintenance for 5 years |
| 75 | Maintenance for first Year after completion |
| 76 | Maintenance for second Year after completion |
| 77 | Maintenance for third Year after completion |
| 78 | Maintenance for fourth Year after completion |
| 79 | Maintenance for fifth Year after completion |
| 80 | Total Maintenance cost |
AI Tender Summary
Tender Timeline
Oct 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedNov 09, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 15, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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