Tender For Construction Of 30000 Lit Oht In Thirunalkondachery At Vazhuvoor Panchayat, Kuthalam Block, Mayiladuthurai District
Tender Value
Ref. Documents
Estimated cost
Bid Submission
08 Aug 2024
0 days left
EMD
18420
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
kuthalam → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 30000 Lit Oht In Thirunalkondachery At Vazhuvoor Panchayat, Kuthalam Block, Mayiladuthurai District
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Aug-2024 | Date | Date | 08-Aug-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | 1Construction of30000 litOHTin Velamurithanpettaiat ArivelurPanchayat |
| 2 | Earth work excavation & depositing on bankwith an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessarydepositing thesurplus earth on bank and otherincedential charges etc., complete and as directed by TWAD board Officers First depth of 2m From 0 to 2 m below GL |
| 3 | Second depth of 2m From 2m to 4 m below GL |
| 4 | Sand filling for foundation with clear river sand including cost of sand, watering,ramming andconsolidation etc complete as directed by TWAD Bord officers |
| 5 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) forfoundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers. |
| 6 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed)excluding the cost of RTS rods for reinforcement and centering, strutting, shutteringbut including cost of all materialsmixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating,finishing and curing etc., Complete and as directed by the TWAD Board Officers.Below 1.5m from GL |
| 7 | 0m to 1.50m below GL |
| 8 | 0m to 4.50m above GL |
| 9 | 4.50 m to 7.32 m above GL |
| 10 | 7.32 m to 10.98 m above GL |
| 11 | 10.98 m to 14.64 m above GL |
| 12 | 14.64 m to 18.30 m above GL |
| 13 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.Below GL |
| 14 | From GL to 3.30m |
| 15 | From 5.30m to 6.30m above GL |
| 16 | From 8.30m to 9.30m above GL |
| 17 | From 11.30m to 12.30m |
| 18 | Square Column Below GL and upto 3.30m above GL |
| 19 | 3.31m to 4.30m ht |
| 20 | 4.31m to 5.30m ht |
| 21 | 5.31m to 6.30m ht |
| 22 | 6.31m to 7.30m ht |
| 23 | 7.31m to 8.30m ht |
| 24 | 8.31m to 9.30m ht |
| 25 | 9.31m to 10.30m ht |
| 26 | 10.31m to 11.30m ht |
| 27 | 11.31m to 12.30m ht |
| 28 | Curved Surface - upto 3.30m ht. 11.30m to 12.30m |
| 29 | 12.30m to 13.30m |
| 30 | 13.30m to 14.30m |
| 31 | 14.30m to 15.30m |
| 32 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecificationand supplied with test certificateFe. 415 grade as per IS specification No.1786/1985 and as amended from time to time)delivery at site of work including loading, freight, unloading,stacking,transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers. |
| 33 | Painting two coats with approved cement paint over one priming coat of white cementover cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers. |
| 34 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cmclear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers. |
| 35 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers. |
| 36 | Providing 110mm PVC vent cowlarrangementsmosquito proof nylon net and as directed by TWAD Board officers |
| 37 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers. |
| 38 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers |
| 39 | Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below. 65mm GI pipes for inlet connection |
| 40 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 41 | 50mm GI pipes for scour pipe |
| 42 | 65mm GI pipe for delivery pipe |
| 43 | 90mm PVC Threaded coupler |
| 44 | 63mm PVC Threaded coupler |
| 45 | 65mm dia GI Tee |
| 46 | 65mm dia GI bend 90 |
| 47 | 65mm dia GI bend (short) |
| 48 | 65mm GI coupler |
| 49 | 65mm GI union |
| 50 | 65mm GI Elbow |
| 51 | 50mm GI union |
| 52 | 50mm GI Elbow |
| 53 | 65mm GI Tee |
| 54 | 65x50mm GI reducer |
| 55 | 75mmx63mm PVC reducer |
| 56 | 65mm GM gate valve |
| 57 | 50mm GM gate valve |
| 58 | 63 mm PVC 4Ksc Pipe |
| 59 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 60 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflowand scour arrangements including cutting and threading, earth work excavation & refilling. |
| 61 | Pump Room |
| 62 | Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with inital leads and lifts, etc. Including leveling the sites complete complying with standard specifications and as directed. In sand or other loose soil, wet sand not under water, silt, light black cotton soil, sandy loams and ordinary soil. |
| 63 | Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed, watered and compacted complete complying with standard specification. |
| 64 | Cement concrete 1:4:8 mix (one cement four sand and eight hard broken stone) using 40mm ISSHBG metal for foundation, flooring and rendering the top rough to take floor finish including watering wherever necessary and laid in layers not more than 15cm thick compacting etc. Completeas per specification and as direceted |
| 65 | Reinforced Cement concrete 1:1.5:3 mix using 20mm ISSHBG metal from approved sources including cost and conveyance of all materials to work site and all labour charges for mixing, laying, and watering etc., complete. Upto basement |
| 66 | Reinforced Cement concrete 1:1.5:3 mix using 20mm ISSHBG metal from approved sources including cost and conveyance of all materials to work site and all labour charges for mixing, laying, and watering etc., complete. Above basement |
| 67 | Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. Upto basement |
| 68 | Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. ForSuperstruture. |
| 69 | Special ceiling plastering in CM 1:3 ,10mm thick including cost and conveyance of all materials and all labour charges etc., complete. |
| 70 | Plastering in CM 1:4 ,12mm thick including cost and conveyance of all materials to work site and all labour charges etc., complete. |
| 71 | Supplying and painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the wallssmooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification.(The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work). |
| 72 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. |
| 73 | Painting two coats over new iron works using ready mixed enamel paint including cost and conveyance of paint and all labour charges etc complete |
| 74 | Supply of Steel Doors of size 0.90x2.10m |
| 75 | Supply of RCC Jolly of size 0.60 m x 0.30 m |
| 76 | Supplying and erecting steel centering for Plane surfaces RC slab, beam, lintel bed block landing slab waist slab etc., Below GL |
| 77 | Supplying and erecting steel centering for Plane surfaces RC slab, beam, lintel bed block landing slab waist slab etc., Abow GL |
| 78 | Providing Granolithic floor finish with CC 1:2:4 using 10-12mm hbg jelly 25mm thick |
| 79 | Supply and fabrication of steel including cost and conveyance of steels to worksite including labour for cutting, jointing and welding if necessary including all labour charges for dying with binding wire etc., complete. |
| 80 | Provision for Service Conection |
| 81 | Name Board &Photographic Charges |
| 82 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
AI Tender Summary
Tender Timeline
Aug 05, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 08, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 08, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 08, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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