Highways Department-HD has published Tender For Balance Work I In Construction Of Lus Km 0 4 Of Dindigul Gujiliamparai Karur Road In Lieu Of The Existing Lc No 6 Railway Km 3 100 200 In Between Dindigul And Akkaraipatti Railway Stations In The Portion Where Land Acquisition Not Involved. Submission Date for this Tender is 24-01-2023. Road Work Tenders in dindigul Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-Jan-2023 | 4 2022 23 SDO Dated 02 01 2023 | Date | 24-01-2023 |
| Sl. No. | Item Description |
| 1 | Earthwork excavation in all classes of soils except hard rockrequiring blasting and depositing on bank including existing Road Surface with all leads and lifts as per SS20B, including cost of all labour, equipments sheeting, shoring, and bracing and shells and all incidential charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for EXCAVATION OF FOUNDATION OF RAFT SLAB, RETAINING WALLS as per section 300 of MoRTH specification (5th revision) 6m to 7m depth |
| 2 | Earthwork excavation in Hard Rock requiring blastingon bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheetig, shoring, bracing and their subsequent removal of all logs, sumps,grubs and other deleterious matter and other constructions, trimming ottom of excavation ,backfilling and clearing the site and disposal f all other surplus materials etc. complete as per relevant standard specification. i) 6m to 7m depth service bridge |
| 3 | ii) 7m to 8m depth Dindigul side Retaining wall |
| 4 | Collection pit i) 7m to 8m depth |
| 5 | ii) 8m to 9m depth |
| 6 | iii) 9m to 10m depth |
| 7 | Vibrated Cement Concrete of grade M15(Nominal mix) using 40 mm ISS HBG metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including Cost and Conveyance of all materials to site and cost of Cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying and curing concrete,working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting,rendering the surface smooth etc., complete as per relevant standard specification for BASE COURSE BELOW RAFT SLAB. |
| 8 | Appilcation of two coats of approved Water proofing coating over the properly rendered surface of base course & plastered outer faces of RETAINING WALL AND SIDES OF RAFT SLAB |
| 9 | Application of ATATIC POLYPROPELENE (APP)modified polymeric waterproofing membrance (or equivalent of not less than 4 Kg/sqm consisting of 90 micron high moleculer high density polyethelene film as centre core) over the coating of hot bitumun85/25 grade (IS:702-1988) at 1.2 Kg/sqm applied over the coating of water based bituminous primer and fixing the membrane with min 100mm overlaps,sealing rthe joints with L.P.G torch complete for side ofRetaining wall,raft slab and over base course as per IS 6494-1988. |
| 10 | ProvindingSAND CEMENT SCREED, 1:3,50mm thick as per IS 6494- 1988 ,admixed with suitable water proofingcompound as per IS 2645 : 2003and laid over the APP membraneincluding Cost and Conveyance of all materials to site and cost of Cement water proofing compound, soft water ,labour charges for curing etc: complete over base course |
| 11 | Vibrated reinforced Cement ConcreteM35 (Design mix) using 20 mm ISS HBG Grade metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including Cost and Conveyance of all materials to site and cost of Cement at site but excluding cost and fabrication of steel but includinglabour charges for mixing,cost of form work, transporting, laying and curing concrete,working at depths,hire charges for Tools and Plants,rendering the sides of raft slab smooth including all other incidental charges etc.,completefor RAFT SLAB as per section 1500 and 1700 of MoRT&H specification (5th Revision) |
| 12 | Supplyingand fixing of grating above the collection pitincluding cost and conveyance of all materials required for fixing the grating in proper position and all other incidental charges etc complete |
| 13 | Vibrated Reinforced Cement Concrete M35 (Design mix) using maximum nominal size of coarse aggregate as 20 mm ISS HBG graded metal admixed with 2% suitable water proofing compound including Cost and Conveyance of all materials to site and cost of Cement at site butexcluding cost and fabrication of steel but including labour charges for mixing,cost of formwork, transporting, laying and curing concrete,working at heights, hire charges for Tools and Plants,,including all other incidental charges etc.,complete for ABUTMENT. |
| 14 | VibratedReinforcedcementconcreteM-35(Designmix) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal as per Cl.1704.2 & 1706 of MoRT&H fourth revision 2001 admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork,transporting,laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Retaining wall |
| 15 | Plastering the treated area cement mortar 1:3 12mm thick,admixed with suitable water proofing compound as per IS 2645:2003 including Cost and Conveyance of all materials to site and cost of Cement,water proofing compound,soft water,labour charges for curing etc.,complete as per relavent std.specification for ouetr faces of RETAINING WALL AND SIDES OFRAFT SLAB as per IS 6494-1988 |
| 16 | BrickworkinC.M.1:3for115mmthicknessusingbest quality stock bricks including cost & conveyance of materials to the site, labour charges and all other incidental charges etc., complete and as directed by the engineer incharge over APP on the back side of Retaining wall and Raft slab |
| 17 | Vibrated Reinforced Cement Concrete M-35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete,working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for KERB |
| 18 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying, ciring concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc, complete for PEDESTALS OVER ABUTMENTS. |
| 19 | Supply and fixing of Elastomeric bearing of size 400x250x64mm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications. |
| 20 | Vibrated Reinforced Cement Concrete M35(Design mix) using 20 mm ISS graded metal including Cost and Conveyance of all materials to site and cost of Cement at site butexcluding cost and fabrication of steel but including cost of formwork, labour charges for mixing,transporting, laying and curing concrete,working at heights,soft water,hire charges for Tools and Plants,,including all other incidental charges etc.,complete for BED BLOCK FOR CUM DIRTWALL OVER ABUTMENTS. |
| 21 | Vibrated reinforced cement concrete M-35, Grade, (Design Mix) using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., completefor T-BEAMS AND CROSS BEAMS. |
| 22 | Vibrated reinforced cement concrete M-35, Grade, (Design Mix) using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., completefor DECK SLAB |
| 23 | Vibrated Reinforced Cement Concrete M-40 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete,working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete forCRASHBARRIER |
| 24 | Supplying and installation ofSTRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-IV Revision; 2001 Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over abutments with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications. |
| 25 | Supply of fabrication of Fe-500 Steel requried for all RCC items of works involved in the schedule,includingcost of stell at site and costr of fabrication labour charges for cleaning the rods strainghtening,cutting,bending,tying grills,including over laping to the required length wherever necessary and placing the reinforcement inposition as specified in the drawing includings cost of binding wire , provision of spacer bars,cover blocks and all other incidental charges , etc ., complete |
| 26 | Supply of fabrication of Fe-240Steel requriedin the schedule,includingcost of steel at site, cost of providing and cost offabrication, labour charges for cleaning the rods, strainghtening,cutting,bending,tying grills,including over laping to the required rods, wherever necessary and placing the reinforcement inposition as specified in the drawing includings cost of binding wire of 18G , provision of spacer bars,cover blocks and all other incidental charges , etc ., complete Fe-240 grade for MESH REINFORCEMENTand for wearing coat as per section 1600 of MoRTH specification (v Revision) |
| 27 | Vibrated reinforced Cement Concrete M35 Grade (Design Mix) using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete forSTAIRCASE |
| 28 | Manufacturing, supplying and fixing ofSTAINLESS STEEL HANDRAILS for FOOTPATH AND STAIRCASE near wet riser using 50mm dia 304L grade stainless steel pipe of 1.60mm thick will be provided with tubular supports made of 304L grade stainless steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick stainless steel circular base plate of 304 grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete |
| 29 | Placing and fixing 12mm dia GI threaded nozzles of suitable length in an approximate grid pattern at a spacing not exceeding 1.5m C/C on the entire RAFT and RETANING WALL prior to or during concreting similar threaded nozzles shall also be fixed at regular interval not exceeding 1.0m apart along the construction joints adequate precautions shall be taken to keep the nozzles plugged at both ends to prevent them from getting clogged by cement. similar nozzles shall also be fixed at critical joints if requried |
| 30 | Groutingthe prefixed nozzles with injection of C NON SHRINK POLYMERIC GROUTING COMPOUND the nozzles under the presure by pump after the sufficienthardening or after 28 days and sealthe nozzles after the injection opration with STRUCO - Fquick setting admixture including " CICO/EXCEM -C- NON SHRINK POLYMERIC COMPOUND" QUICK setting admixture admitted with cement pump labour charges and other incidental charges etc, as per relevant standard and specifications with an guarantee period of 10 years. |
| 31 | Cleaning the raft slab, as preparatory work for laying wearing coat including removing debris deposited fungus seenand slushy material found over raft slab and approach slab |
| 32 | Vibrated Cement Concrete M30(Design mix) using ISS HBG graded metal including Cost and Conveyance of all materials to worksite including clearing the site, Cement at site,including all labour charges for mixing concrete,laying,hire charges for Tools and Plants,compacting,curing with all leads for softwater,including all other incidental charges,formwork.,completes for WEARING COAT of 75mm uniform thick OVER SLAB RAFT SLAB,APPROACH SLAB as per section 2700 of MORTH specification (5th revision). |
| 33 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 34 | Basic cost of value put to tender as per estimate |
| 35 | Add GST at 18% |
| 36 | Total Value put to Tender |
| 37 | Negotiated Percentage |
| 38 | Final Negotiated Value |
| 39 | Add GST at 18% of Final Negotiated Value |
| 40 | Total Value of Contract Including 18% of GST |
| 41 | Basic cost of value put to tender as per Estimate |
| 42 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
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