District Mineral Foundation Trust has published Tender For Renewal Bt Of The Road From Pm Road To Sathamangalam Km 0/0-1/750 In Package No. Tn 30-46 At Thirumanur Block Of Ariyalur District Under Mgsmt 2022-23. 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.Renewal BT of the road from PM road to Sathamangalam Km 0/0-1/7500. 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) |
| 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 | Km 0/0- 1/000 |
| 5 | Km 1/0- 1/750 |
| 6 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 50mm using 45mm IRC size HBG metal |
| 7 | Km 0/0- 1/000 |
| 8 | Km 1/0- 1/750 |
| 9 | Advance patch work for making up the undulation in the existing B.Tsurface to an average thickness ofof 25mm using 13.20mm IRC size HBG metal |
| 10 | Km 0/0- 1/000 |
| 11 | Km 1/0- 1/750 |
| 12 | Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. |
| 13 | Km 0/0- 1/750 |
| 14 | 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 |
| 15 | Km 0/0- 1/000 |
| 16 | Km 1/0- 1/750 |
| 17 | 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. |
| 18 | Drianage @ Ch 700 m |
| 19 | 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 |
| 20 | Drianage @ Ch 700 m |
| 21 | 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 |
| 22 | Drianage @ Ch 700 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 | Drianage @ Ch 700 m |
| 25 | 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 |
| 26 | Drianage @ Ch 700 m |
| 27 | Plastering with cement mortar 1:5 mixto 20 mm thick includingcost and conveyance of all materials to site and all labour |
| 28 | Drianage @ Ch 700 m |
| 29 | 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 |
| 30 | Hectameter Stone |
| 31 | KilometreStone |
| 32 | GuardStone |
| 33 | Providing and Fixing of Cautionary,mandatory and informatory sign Board . |
| 34 | Reflector |
| 35 | Triangular Signboard |
| 36 | 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.. |
| 37 | Km 0/0- 1/750 |
| 38 | Providing and fixing Name Board |
| 39 | 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 |
| 40 | For the First Year from the date of completion of work |
| 41 | For the Second Year from the date of cpmpletion of work |
| 42 | For the Third Year from the date of completion of work |
| 43 | For the Fourth Year from the date of completion of work |
| 44 | For the Fifth Year from the date of completion of work |
| 45 | 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) |
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