Kerala State Rural Roads Development Agency has published Tender For Periodical Maintenance Of Road -Kr0251 Mrl01-Mazhuvannoor Elanjikkappally Mangalathunada Lp School Road Pmgsyiii 2023-24 Package No. Kr0251, Vadavucode Block,Mrl01-Mazhuvannoor Elanjikkappally Mangalathunada Lp School Road Ernakulam District In. Submission Date for this Tender is 16-12-2023. Road Repair Tenders in Thiruvananthapuram Kerala. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Mazhuvannoor Elanjikkappilly Mangalathunada LP School road(5.3 km) |
| 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 | Preparation of Foundation for embankment- 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 | 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 construction as per technical specification Clause 303.5.2 |
| 8 | 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 |
| 9 | 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 |
| 10 | 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 |
| 11 | 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 |
| 12 | 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 |
| 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 static roller to achieve the desired density as per technical specification Clause 401 - Using Departmental Material |
| 14 | 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 static roller to achieve the desired density as per technical specification Clause 401 |
| 15 | 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 compacting with 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 |
| 16 | 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 compacting with 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 |
| 17 | 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. |
| 18 | Supplying, providing and laying woven coir Geotextile fabric of type H2M5 (900gm/sqm opening size9x12 thickness7.16mm with wide width Tensile (dry) strengths 19.8kn/m in machine direction, 18.8kn/m in cross machine direction, and strains at failure of 27.63 in machine direction and 21.06% in cross machine direction) in wrap direction right angle to the alignment of the road formation with suitable laps as directed by the departmental officers at site |
| 19 | BITUMINOUS WORKS |
| 20 | 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 502and spraying primer at a rate of 0.70 - 1.00 kg/sqm using mechanical means as per technical specification clause 502 |
| 21 | Tack Coat - Providing and applying tack coat with bitumen emulsion (Packed RS-1) using emulsion distributorat a rate of 0.25 - 0.30 kg/sqmon the prepared granular surface treated with primer &cleaned with Hydraulic broom as per technical specification clause 503 |
| 22 | 20mm thick open graded premix carpet using bituminous binder S-65 Packed - 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 - By Manual Means |
| 23 | 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 -Natural Rubber Modified (NRMB)-Packed |
| 24 | 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 (Case – I: By Mechanical Means,Nominal chipping size 13.2 mm) Bitumen Emulsion Packed. |
| 25 | 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 (Case – II: By Mechanical Means,Nominal chipping size 9.5 mm) Bitumen Emulsion Packed. |
| 26 | Taking out existing CC interlocking paver blocks from footpath/central verge,including removal of rubbish etc;disposal of unserviceable material to the dumping ground,for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Enginer in Charge |
| 27 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) |
| 28 | Interlocking Concrete Block Pavement- 80mm thick -Laying of interlocking Concrete Block Pavement having thickness 80mm as per drawings as per technical specification clause 1504- |
| 29 | 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 |
| 30 | PCC Grade M 30 - 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 |
| 31 | TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES |
| 32 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701English and Roman |
| 33 | 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 |
| 34 | 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- 900mm equilateral triangle board |
| 35 | Providing and fixing of typical PMGSYinformationboardas 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 ftube 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 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 |
| 36 | Providing and fixing of typical PMGSY Maintenance boardas 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 ftube 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 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 |
| 37 | 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 ftube 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 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 |
| 38 | 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) |
| 39 | Reinforced cement concrete M15grade 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 Ordinary Kilometer Stone (Precast) |
| 40 | Reinforced cement concrete M15grade 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 1703.200 m stone (precast) |
| 41 | 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 |
| 42 | Painting Lines, dashes, Arrows etc on Road in two coats on new work- Painting lines, dashes, arrows etc on roads in two coats with ready mixed road marking paints conforming to IS:164 on bituminous/concrete surface , including cleaning of surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical Specification clause 1702. Over 10 cm in width. |
| 43 | 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 x 450mm rectangularboard |
| 44 | 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. |
| 45 | Traffic Signs- Retro-reflective Single Chevronof 50cm x 60cmsize - Providing and fixing of retro-reflectorised Object hazard markersign 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 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 |
| 46 | Traffic Signs- Retro-reflective Object hazard marker of 450mm 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 |
| 47 | CD WORKS |
| 48 | 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 |
| 49 | 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. |
| 50 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C grade M 10 |
| 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 | RCC Grade M 25 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203-upto 5.00m height |
| 56 | Supplying, fitting and placing TMT bar reinforcement in superstructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202 |
| 57 | Painting Two coats on New Concrete Surfaces - Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification |
| 58 | 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 |
| 59 | BOX CULVERT (APPENDIX 2) |
| 60 | Excavation in Marshy soil using Hydraulic Excavator and Tippers with disposal upto 1000m- Excavation for roadwork in Marshy soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, and disposal with a lift upto 1.5m and lead upto 1000m ,trimming of bottom and side slopes, in accordance with requirements of lines, grades and cross sections as per technical specification Clause 302.3.6 |
| 61 | RING BUND Type - 1 - Putting up of ring bund as per approved shape 2.50 m bottom width, 1.00 m top width and average height of 2.00 m using empty gunny bag/ Polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund including labour charges for dismantling the bund after completion of the work etc complete. |
| 62 | Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 63 | Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-600 mm |
| 64 | Chipping and removing the top of piles, carefully and without damaging the other portion of piles, exposing reinforcement for moulding piles cap including all labour charges for removing the debris at a distance of 150 m etc complete. |
| 65 | Supplying, fitting and placing TMT bar reinforcement in superstructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202 |
| 66 | 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 |
| 67 | RCC Grade M 25 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- |
| 68 | Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202 |
| 69 | Excavation in Marshy soil using Hydraulic Excavator and Tippers with disposal upto 1000m- Excavation for roadwork in Marshy soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, and disposal with a lift upto 1.5m and lead upto 1000m ,trimming of bottom and side slopes, in accordance with requirements of lines, grades and cross sections as per technical specification Clause 302.3.6 |
| 70 | 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 |
| 71 | 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 |
| 72 | Excavation in Marshy soil using Hydraulic Excavator and Tippers with disposal upto 1000m- Excavation for roadwork in Marshy soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, and disposal with a lift upto 1.5m and lead upto 1000m ,trimming of bottom and side slopes, in accordance with requirements of lines, grades and cross sections as per technical specification Clause 302.3.6 |
| 73 | COCONUT PILES- Supplying and stacking well matured straight coconut posts for driving down through various strata below bed level including, cost conveyance etc. complete |
| 74 | COCONUT PILES- Driving Downcoconut piles to lines and levelsthrough various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving after pointing bottom end etc. complete |
| 75 | COCONUT PILES- Cutting and Removing Excess Length-Cutting and removing excess lengthof wooden piles to lines and levels and removing and cut end of piles and stacking with in 150m. |
| 76 | 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 |
| 77 | RCC Grade M 25 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- |
| 78 | Supplying, fitting and placing TMT bar reinforcement in foundation - complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 79 | 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 |
| 80 | Construction of Subgrade and Earthen Shoulder- Construction of of subgrade and earthen shoulders with approved material obtained from private borrow pits with all leads and lifts transporting to site, spreading, grading to required slope andcompacting to meet requirement of Table300.2with lead upto 1000m as per technical specification Clause 303.1 |
| 81 | Supplying, providing and laying woven coir Geotextile fabric of type H2M5 (900gm/sqm opening size9x12 thickness7.16mm with wide width Tensile (dry) strengths 19.8kn/m in machine direction, 18.8kn/m in cross machine direction, and strains at failure of 27.63 in machine direction and 21.06% in cross machine direction) in wrap direction right angle to the alignment of the road formation with suitable laps as directed by the departmental officers at site |
| 82 | 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 static roller to achieve the desired density as per technical specification Clause 401 |
| 83 | 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 compacting with 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 |
| 84 | Interlocking Concrete Block Pavement- 80mm thick -Laying of interlocking Concrete Block Pavement having thickness 80mm as per drawings as per technical specification clause 1504- |
| 85 | 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 |
| 86 | 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. |
| 87 | PROTECTIONWORKS |
| 88 | Excavation in roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead up to 50m as per technicalspecification clause302.3 For Foundation |
| 89 | 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 |
| 90 | 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 |
| 91 | 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 |
| 92 | RCC Grade M 20 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- |
| 93 | Supplying, fitting and placing TMT bar reinforcement in foundation - complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 94 | 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. |
| 95 | 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 |
| 96 | SIDE DRAIN |
| 97 | 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 |
| 98 | 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 |
| 99 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10) |
| 100 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-15 |
| 101 | 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 |
| 102 | RCC Grade M 20 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- |
| 103 | Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202 |
| 104 | Total Construction cost |
| 105 | Maintenance for 5 years |
| 106 | Maintenance for first Year after completion |
| 107 | Maintenance for second Year after completion |
| 108 | Maintenance for third Year after completion |
| 109 | Maintenance for fourth Year after completion |
| 110 | Maintenance for fifth Year after completion |
| 111 | Total Maintenance cost |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
