Tender For Rehabilitation Of Kallar And Chinna Palar River In Vaniyambadi In Vaniyambadi Town And Taluk Of Thirupathur District.
Tender Value
8.63 Crore
Estimated cost
Bid Submission
19 Dec 2024
0 days left
EMD
4.42 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
vaniyambadi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rehabilitation Of Kallar And Chinna Palar River In Vaniyambadi In Vaniyambadi Town And Taluk Of Thirupathur District.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Dec-2024 | Extension for Bid Submission and Bid Opening Date | Date | 19-Dec-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation by deploying earth moving machinery including Jungle clearnce and depositing the same in low lying area as shown by the departmental officers including levelling excluding forrmation of bund etc, complete complying with standard specifications and as directed by the departmental officers. |
| 2 | Earth work excavation for foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed andconsolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers (open excavation) |
| 3 | Providing and placing in position of plain cement concrete M 10 grade using M.Sand andgraded hard blue granite broken stone jellyof 40 mm size mixing with mixer machineincluding the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidationfinishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers |
| 4 | for the worksupto 1.50m depth Below Ground Levelandupto 1.00 Height above Ground Level |
| 5 | for the worksabove 1.00m to 4.50m above ground level |
| 6 | for the worksabove 1.50m to 4.50m below ground level |
| 7 | Providing and placing in position of plain cement concrete M 15 using M.Sand and hard blue granite broken stone jelly of size 20 mm mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers |
| 8 | for the worksupto 1.50m depth Below Ground Levelandupto 1.00 Height above Ground Level |
| 9 | for the worksabove 1.00m to 4.50m above ground level |
| 10 | for the worksabove 1.50m to 4.50m below ground level |
| 11 | Providing and placing in position of plain cement concrete M 15 grade using M.Sand and graded hard blue granite broken stone jelly of 60% of 40 mm size and 40% of 20 mm size mixing with mixer machine and laying in layers including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers |
| 12 | for the worksupto 1.50m depth Below Ground Levelandupto 1.00 Height above Ground Level |
| 13 | Supplying and erecting centering for verticalPlain / RCC concrete walls of supply channel, retaining wall etc for following height with necessary supports, all cross bracing with mild steel size of 90 cm x 60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x 25 mm x 3 mm for bearing laid silver Oak / Country wood joist of size 7.50 cm x 5.0 cm spaced @ about 90 cm C / C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C / C, etc., complete complying with standard specifications and as directed by the departmental officers |
| 14 | upto 0.90m height |
| 15 | upto 1.80m height |
| 16 | upto 2.70/3.00 m height |
| 17 | Regrading the river bed including jungle clearance by deploying the heavy machinery like dozer D80 A12 on use hour basis including cost of hire charges, fuel, crew, labour charges etc., complete complying with standard specification and as directed by the Departmental Officers.(The use hour will be calculated according to Log book mainenance of machineries according to the rules in force and as directed by the departmental officers. |
| 18 | Supplying and fixing the Cement concrete block of size 300 mm X 300 mm X 250 mm of M 15 using M.Sand and hard blue granite broken stone jelly of 20 mm size mixing with mixer machine including the cost and conveyance of all materialstoworksite,labourchargesforfixingthe sameinpositionandincludingallotherincidental charges, compacting, consolidation by using vibrators, finishing, watering, curingetc complete complying with standard specifications and as directed by the departmental officers |
| 19 | Earth work excavation in all soils except Medium rock/hard rock requiring blasting and conveying for formation of bund with lead of 5km by deploying earth moving machineries and tippersincluding benching formation of bunds, breaking clods, ramming, sectioning, etc. complete complying with standard specifications and as directed by the departmental officers |
| 20 | Supplying and fixing in position of demarcation R.C.C. pre cast post inCement concrete of grade M 15 with well graded aggregates and the nominal maximum size of coarse aggregate of size 20 mm of size 0.20 x 0.20 x 1.45 M and 0.45 x 0.20 x 0.30 m base fixing the post 30 Cm depth below ground level, the post includes using 4 numbers of 10 mm RTS main rod to a length of 1.33 M, using 8 mm MS @ 15 cm spacing as strips with steel centering and painting the post with enamel paint allround the post etc. complete and conveying the post to the site of demarcation boundary such as canal bund/water spread area etc including earth work excavation for foundation (45x45x45cm) in HSC having the base plain cement concrete of 15 cm of grade M 7.5 with well graded aggregates and the nominal maximum size of coarse aggregate of 40 mm of 10 cm thick, and the post embedded by using Cement concrete of grade M10 with well graded aggregates and the nominal maximum size of coarse aggregate of 20 mm of 30cm thick as per the drawing enclosed including cost of earth work, concrete, moulding charges, steel reinforcement, finishing, painting them and marking at top of post, etc .complete complying with standard specifications and as directed by the departmental officers |
| 21 | Supplying and providing chain link fencing 2\" X 2\" using 10 gauge galvanised iron wire mesh to a height of 2.0m x 2.0m metre from ground level and fixed to MS ISA 75 x 75 x 8mm thick placed at 2.0m c/c and 0.45m below ground level ( total height 2.45m ) to be fixed in concrete of size 0.50m x 0.50m x 0.60m in PCC M15 using 20mm including horizintal MS flat (double flats) and diagonal flat (double flat) of size 30mm width x 6mm welded to angles, rates including welding, fixing, painting, labour charges for earth work, concreteing ramming, consolidation, compacting, watering, curing etc complete complying with standard specification and as directed by the departmental officers |
| 22 | Providing launching apron using new jeddy stone of size not less than 300 mm thick and weight not less than 40 Kg including the cost of new wedges for filling the gaps, finishing etc complete complying with standard specifications and as directed by the departmental officers |
| 23 | De-watering of using diesel pump set having capacity 7.5 HP including cost of hire charges, diesel, engine oil, labour etc complete complying with standard specifications and as directed by the departmental officers |
| 24 | Gravel backing for apron / revetment / retaining wall in layers not exceeding 15 Cm thick including stacking for premeasurement, watering, consolidation and trimming the top surface so as to receive the rough stones, etc complete complying with standard specifications and as directed by the departmental officers |
| 25 | Providing and placing of weep holes for retaining wall using 110 mm dia PVC pipe heavy duty ( PVC Finolex ) 4Kg / cm2 including cost of all materials, labour charges etc.,complete complying with standard specifications and as directed by the Departmental Officers. |
| 26 | W-0221- Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete. |
| 27 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification Nos. 111, 112, 301, 305 & 900 |
| 28 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 29 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as perClause 502 of MORTHRev-5 |
| 30 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 31 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. |
| 32 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 33 | GST 18 % in Figures |
AI Tender Summary
Tender Timeline
Dec 13, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Dec 19, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedDec 19, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 20, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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