Tender For Kr0888 Mrl08-Chittari-Panolakkav - Vanimel Kavu Road Pmgsyiii 2023-24 Package No. Kr-08-88, Tuneri Block, Mrl08-Chittari-Panolakkav - Vanimel Kavu Road Kozhikode District Including Maintenance For Five Years After Construction.
Tender Value
4.54 Crore
Estimated cost
Bid Submission
09 Aug 2023
0 days left
EMD
9.09 Lakhs
Bank guarantee accepted
Document Fee
8270
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thiruvananthapuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Kr0888 Mrl08-Chittari-Panolakkav - Vanimel Kavu Road Pmgsyiii 2023-24 Package No. Kr-08-88, Tuneri Block, Mrl08-Chittari-Panolakkav - Vanimel Kavu Road Kozhikode District Including Maintenance For Five Years After Construction.
BOQ
| Sl. No. | Item Description |
| 1 | CHITTARIPANOLAKAV (VALAMTHODE) - VAIMEL - KAVU (4.707km) |
| 2 | CLEARING AND GRUBBING |
| 3 | 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 |
| 4 | 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 |
| 5 | PAVEMENT COMPONENTS |
| 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 | 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 |
| 8 | 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 |
| 9 | Excavation in Hard Rock(blasting prohibited) with disposal upto 1000m- Excavationforroadworkinhard rock(blasting prohibited) by drilling, blasting and breaking, trimming of 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 - By Mechanical Means |
| 10 | 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 |
| 11 | 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 |
| 12 | 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 |
| 13 | Wet Mix macadam -providing, laying, spreading and compacting stone aggregates of specified sizes to wet mixmacadam at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site,layingin uniform thickness in sub-base / base course on a well prepared sub-base and compactingwith smooththree wheel 80-100 kN static roller to achievethe desired density including lighting, barricading and maintenance of diversion etc as per table 400.11 & 400.12 and as per technical specification Clause 406 |
| 14 | BITUMINOUS WORKS |
| 15 | Prime Coat - Low porosity-providing and applying primer coat with bitumen emulsion (Packed 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 |
| 16 | Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507. ( By Mechanical Means, Case – I: Nominal chipping size 13.2 mm)Bitumen Emulsion Packed |
| 17 | Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507. (By Mechanical Means, Case –II: Nominal chipping size 9.5 mm) Bitumen Emulsion Packed |
| 18 | Pre-Coating Chips- Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical Specification Clause 507.2.5 |
| 19 | CD WORKS |
| 20 | Dismantling of structures- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 -Reinforced Cement Concrete (RCC) - By Mechanical Means |
| 21 | Dismantling Stone Masonry- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 - Rubble Stone Masonry in Cement Mortar |
| 22 | Dismantling of structures- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 -Cement Concrete(PCC) - By Mechanical Means |
| 23 | Removing all types of Hume Pipes - and stacking within a lead of 1000m including earthwork and dismantling of Masonry works as per technical specification clause 202.1 - Upto 600mm dia Hume Pipes |
| 24 | 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 |
| 25 | PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete |
| 26 | 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 |
| 27 | 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 |
| 28 | 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 |
| 29 | 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 |
| 30 | PCC Grade M 20 - Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 - upto 5.00m height |
| 31 | 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 |
| 32 | Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202 |
| 33 | 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 |
| 34 | Supplying, fitting and placing TMT bar reinforcement in superstructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202 |
| 35 | 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 |
| 36 | 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 |
| 37 | DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. |
| 38 | Plastering with cement mortar 1:4 as per drawing and technical specification clauses 613.4 and 1204 |
| 39 | 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 |
| 40 | PROTECTION WORKS |
| 41 | Dismantling Stone Masonry- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 - Dry Rubble Masonry |
| 42 | 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 |
| 43 | 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 |
| 44 | 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 |
| 45 | 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 |
| 46 | 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. |
| 47 | DRAIN WORKS |
| 48 | 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 |
| 49 | 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 |
| 50 | 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 |
| 51 | 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 |
| 52 | 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 |
| 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, 1005,1010 and 1202 |
| 55 | 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 |
| 56 | TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES |
| 57 | 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 |
| 58 | Providing and Fixing typical PMGSY citizens 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 boards of size 900x750mm 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 |
| 59 | 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 |
| 60 | 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 |
| 61 | 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, 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 equilateral triangle board |
| 62 | 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, 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 circular board |
| 63 | 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 approved drawing and Tehnical Specification Clause 1701. |
| 64 | 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, 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 |
| 65 | 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, 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 300mm x 300mm x 450 mm, 450 mm below ground level as per drawings and Technical Specification Clause 1701 |
| 66 | 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) |
| 67 | 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) |
| 68 | 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 |
| 69 | 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 |
| 70 | Total Construction cost |
| 71 | Maintenance for 5 years |
| 72 | Maintenance for first Year after completion |
| 73 | Maintenance for second Year after completion |
| 74 | Maintenance for third Year after completion |
| 75 | Maintenance for fourth Year after completion |
| 76 | Maintenance for fifth Year after completion |
| 77 | Total Maintenance cost |
AI Tender Summary
Tender Timeline
Jul 22, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 09, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 14, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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