District Mineral Foundation Trust has published Tender For Upgradation Of The Road From Vilagam Kallankulam To Perumal Kovil Road Km 0/0-0/800 And Strengthening The Road From Karaivetti-Thattansavadi Road Km 0/0-2/435 In Package No. Tn 30-41 At Thirumanur Block Of Ariyalur District Under Mgsmt 202. Submission Date for this Tender is 15-05-2023. Road Work Tenders in ariyalur Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-May-2023 | Date Extended | Date | 15-05-2023 |
| Sl. No. | Item Description |
| 1 | 1.Upgradation of the road from vilagam kallankulam to perumal kovil road Km 0/0-0/800.Picking the existing black top/ WBM surface to 50 MM depthincluding labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification |
| 2 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A. |
| 3 | ProvidingUS Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. (Gravel shoulder) |
| 4 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.. |
| 5 | Km 0/0- 0/800 |
| 6 | Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 |
| 7 | Km 0/0- 0/800 |
| 8 | Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at therate of 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 502 |
| 9 | Km 0/0- 0/800 |
| 10 | Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 11 | Km 0/0- 0/800 |
| 12 | 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. |
| 13 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 14 | Drianage @ Ch 700 m |
| 15 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick, wellrammed, watered and compacted complete complying as per Technical Specification Clause 305.3.9 |
| 16 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 17 | Drianage @ Ch 700 m |
| 18 | Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203 |
| 19 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 20 | Drianage @ Ch 700 m |
| 21 | Cement concrete 1:3:6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203. |
| 22 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 23 | Cement concrete 1:2:4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203. |
| 24 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 25 | Drianage @ Ch 700 m |
| 26 | Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications |
| 27 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 28 | Drianage @ Ch 700 m |
| 29 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 30 | Supplying and fabricating and placing in position of MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors, etc., complete complying with standard specification. |
| 31 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 32 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding the cost of reinforcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick and with Kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 33 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 34 | Plastering with cement mortar 1:5 mixto 20 mm thick includingcost and conveyance of all materials to site and all labour |
| 35 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 36 | Providing and fixing 6mm Bitumen felt for expansion joint between Bed Blockl and Deck slabincluding all labour charges etc., complete as directed by the departmental officers. |
| 37 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 38 | Providing weepholes in Brick Masonry / Stone Masonry, Plain / Reinforced concrete Abutment, Wing wall, Return wall with 110 mm dia PVC 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 specifications clauses 614, 709, 1204.3.7 |
| 39 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 40 | Gravel filling between bodywall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete with standard specifications andas directed by the departmental officers. |
| 41 | 1.50m Span RCC Slab Culvert @ Ch 5 m,200 m |
| 42 | KilometreStone 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 |
| 43 | Hectameter Stone |
| 44 | Providing and Fixing of Cautionary,mandatory and informatory sign Board . |
| 45 | Reflector |
| 46 | Triangular Signboard |
| 47 | Providing and laying of hot applied thermoplastic compound 2.50mm thick including refletorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc., complete as per MORTH&H specification No.803.. |
| 48 | Km 0/0- 0/800 |
| 49 | Providing and fixing Name Board |
| 50 | Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m |
| 51 | For the First Year from the date of completion of work |
| 52 | For the Second Year from the date of cpmpletion of work |
| 53 | For the Third Year from the date of completion of work |
| 54 | For the Fourth Year from the date of completion of work |
| 55 | For the Fifth Year from the date of completion of work |
| 56 | 2.Strengthening the road from Karaivetti-Thattansavadi road Km 0/0-2/435 . Clearing and Grubing Road Land Clearing and grubbing road land including uprooting wild vegetation, ,bushes,shrubs,saplings and trees ofgirth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201.(In area of thorny jungle) |
| 57 | Picking the existing black top/ WBM surface to 50 MM depthincluding labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification. |
| 58 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A. |
| 59 | ProvidingUS Gravel with a lead of KM including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. (Gravel shoulder) |
| 60 | Km 0/0- 1/000 |
| 61 | Km 1/000-2/000 |
| 62 | Km 2/000-2/435 |
| 63 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.. |
| 64 | Km 0/0- 1/000 |
| 65 | Km 1/000-2/000 |
| 66 | Km 2/000-2/435 |
| 67 | Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 |
| 68 | Km 0/0 - 2/435 |
| 69 | Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at therate of 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 502 |
| 70 | Km 0/0 - 2/435 |
| 71 | Bituminous Macadam : Providing and laying bituminous macadam with hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finished to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. |
| 72 | Km 0/0- 1/000 |
| 73 | Km 1/000-2/000 |
| 74 | Km 2/000-2/435 |
| 75 | Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 76 | Km 0/0- 1/000 |
| 77 | Km 1/000-2/000 |
| 78 | Km 2/000-2/435 |
| 79 | 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. |
| 80 | Drianage @ Ch 0 m |
| 81 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick, wellrammed, watered and compacted complete complying as per Technical Specification Clause 305.3.9 |
| 82 | Drianage @ Ch 0 m |
| 83 | Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203 |
| 84 | Drianage @ Ch 0 m |
| 85 | Cement concrete 1:2:4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203. |
| 86 | Drianage @ Ch 0 m |
| 87 | Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications |
| 88 | Drianage @ Ch 0 m |
| 89 | Plastering with cement mortar 1:5 mixto 20 mm thick includingcost and conveyance of all materials to site and all labour |
| 90 | Drianage @ Ch 0 m |
| 91 | KilometreStone 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 |
| 92 | Hectameter Stone |
| 93 | Kilometer Stone |
| 94 | Guard Stone |
| 95 | Providing and Fixing of Cautionary,mandatory and informatory sign Board . |
| 96 | Reflector |
| 97 | Triangular Signboard |
| 98 | Providing and laying of hot applied thermoplastic compound 2.50mm thick including refletorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc., complete as per MORTH&H specification No.803.. |
| 99 | Km 0/0- 0/800 |
| 100 | Providing and fixing Name Board |
| 101 | Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m |
| 102 | For the First Year from the date of completion of work |
| 103 | For the Second Year from the date of cpmpletion of work |
| 104 | For the Third Year from the date of completion of work |
| 105 | For the Fourth Year from the date of completion of work |
| 106 | For the Fifth Year from the date of completion of work |
| 107 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
