Tender For Construction Of 60000 Lit Oht With Borewell In Perambur At Perambur Panchayat At Kuttalam Block In Mayiladuthurai District
Tender Value
Ref. Documents
Estimated cost
Bid Submission
09 Jan 2024
0 days left
EMD
27250
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kuthalam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 60000 Lit Oht With Borewell In Perambur At Perambur Panchayat At Kuttalam Block In Mayiladuthurai District
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Jan-2024 | Date Extend | Date | 09-Jan-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Second depth of 2m From 2m to 4 m below GL |
| 3 | Sand filling for foundation with clear river sand including cost of sand, watering,ramming andconsolidation etc complete as directed by TWAD Bord officers |
| 4 | 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. |
| 5 | 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 |
| 6 | 0m to 1.50m below GL |
| 7 | 0m to 4.50m above GL |
| 8 | 4.50 m to 7.32 m above GL |
| 9 | 7.32 m to 10.98 m above GL |
| 10 | 10.98 m to 14.64 m above GL |
| 11 | 14.64 m to 18.30 m above GL |
| 12 | 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 |
| 13 | From GL to 3.30m |
| 14 | From 5.30m to 6.30m above GL |
| 15 | From 8.30m to 9.30m above GL |
| 16 | From 11.30m to 12.30m |
| 17 | 11.30m to 12.30m |
| 18 | 12.30m to 13.30m |
| 19 | 13.30m to 14.30m |
| 20 | 13.30m to 14.30m |
| 21 | Square Column Below GL and upto 3.30m above GL |
| 22 | 3.31m to 4.30m ht |
| 23 | 4.31m to 5.30m ht |
| 24 | 5.31m to 6.30m ht |
| 25 | 6.31m to 7.30m ht |
| 26 | 7.31m to 8.30m ht |
| 27 | 8.31m to 9.30m ht |
| 28 | 9.31m to 10.30m ht |
| 29 | 10.31m to 11.30m ht |
| 30 | 11.31m to 12.30m ht |
| 31 | 12.30m to 13.30m |
| 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 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers |
| 61 | Drilling of borewell anywhere in Tamilnadu including transportation from one place to another place within Tamilnadu in alluvial soil or sedimentary strata of clay and sand or sand, stone, shale, pebbles, boulders etc.,by first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia by direct or reverse rotatry mud and circulation method using Contractor’s rig, fuel, labour, drilling, betonite mud and water required for drilling at the site shown by the TWAD Officers including construction of mud pit (only Calyx drills are to be used). |
| 62 | Drilling of borewell anywhere in Tamilnadu including transportation from one place to another place within Tamilnadu in alluvial soil or sedimentary strata of clay and sand or sand, stone, shale, pebbles, boulders etc.,by first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia by direct or reverse rotatry mud and circulation method using Contractor’s rig, fuel, labour, drilling, betonite mud and water required for drilling at the site shown by the TWAD Officers including construction of mud pit (only Calyx drills are to be used). |
| 63 | Labour Charges for inserting 200mm dia PVC casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes withPVC couplers with cement paste etc. complete |
| 64 | Charges for developing the borewell with air compressor of 300 CFM capacity (Minimum 8 Hours) including transportation labour and One hour 1303.93fuel charges for compressor as directed by TWAD Board Officers and conducting yield test by ‘V’ notch method. |
| 65 | Supply and delivery of 200mm OD PVC plain casing (CS) pipe |
| 66 | Supply and delivery of 200mm PVC end cap |
| 67 | Supply and delivery of 5.0 HP submersible pumpset |
| 68 | Supply and delivery of 5.0 HP Panel Board |
| 69 | Supply and delivery of 2.5 Sqmm submersible cable |
| 70 | Supply and delivery of 50mm UPVCPipe |
| 71 | Supply and delivery of 50mm GI flange set |
| 72 | Supply and delivery of 50mm MS Clamp set |
| 73 | Name Board &Photographic Charges |
| 74 | Labour charges for the erection of submersiblepumpset inborewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the requireddepth valves erection clamps, pressuregauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter,three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. up to 1.0 HP |
| 75 | Motor Room Sub Estimate |
| 76 | Earth work excavation in all classes of soil including all labour charges etc., complete. |
| 77 | Filling with river sand into foundation and basement including cost and conveyance of all materials to work site including all labour charges for filling, watering within 200m lead for good water etc., complete. |
| 78 | PCC 1:4:8 mic using 40mm ISS HBG metal including cost and conveyance of all materilas to work site including all labour charges etc., complete. |
| 79 | Brick work with CM 1:5 using country brick including cost and conveyance of all materials to work site including all labour charges etc., complete. Upto Basement. |
| 80 | Brick work with CM 1:5 using country brick including cost and conveyance of all materials to work site including all labour charges etc., complete. Above Basement. |
| 81 | Supplying and errecting shuttering for palne surfaces of concrete with necessary materials including all labour charges etc., complete. |
| 82 | Supplying and fabricating steel for all RCC items including cost and conveyance of steel and binding wire to work site including all labour charges etc., complete. |
| 83 | 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. |
| 84 | Plastering in CM 1:4 - 12mm thick including cost and conveyance of all materials and all labour charges etc., complete. |
| 85 | Painting two coats over the exposed surface using cement paint |
| 86 | Supplying Steel Doorof size 0.75mx1.80m as per standard specification |
| 87 | Paintingtwo coats with ready mix paint of approved colour and trade for doors & windows including cost and conveyance of all materials and all other labour charges etc., complete. |
| 88 | Supply and delivery of 3/20 PVC copper wire |
| 89 | Supply and delivery of 22/0.3 (1.5 Sqmm) |
| 90 | Supply and delivery of clamp set for GI pipe fixing |
| 91 | Supply and delivery of GI service pipe |
| 92 | Supply and delivery of holder |
| 93 | Supply and delivery of 5 Amps flush type switch |
| 94 | Supply and delivery of box of size 8\"x6\" |
| 95 | Supply and delivery of 15 A switch |
| 96 | Supply and delivery of 16 A fuse carrier |
| 97 | Supply and delivery of meter board and aerial board. |
| 98 | EPL Sub Estimate |
| 99 | Supply and delivery ofPVC rigid pipes for potable water supplywith ISI 4985 / 2000marking with necessary couplers (or) bell ended pipes as specified in ISI, the required quantity of solvent cement and having the following working pressure. The cost of pipes should include loading, freight, transit insurance, incidental charges, packing, taxes and transportation charges upto stack yard in good condition etc., complete (the cost excluding unloading from lorries at stack yard and stacking which will be paid separately) and as directed by the Depatmental Officers. |
| 100 | 63 MM PVC 4KSC PIPE |
| 101 | Earth work excavation and depositng on bank within an initial lead of 10 m and initial lift 0 to 2 min Hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size bouldersfor laying pipeline in respect of following size of pipe with standard trench width and required depth including shoring, struting, balling out water wherever necessary and all other incidental works such as barricading, providing danger lights, labour for watch and ward,as oer standard specifications andas directed by the Departmental officers. |
| 102 | Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste as per standard specifications and as directed by theDepartmental Officers. |
| 103 | Refilling with excavated earth (other than sand) in respect of following sizes of pipeswateredwell rammed and consolidated etc.complete complying with standard specification for filling the trenches after the pipes and specials are laid, jointed and tested and as directed by the Depatmental Officers. |
| 104 | Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works |
| 105 | PVC Elbow63mm |
| 106 | PVC Tee63mm |
| 107 | PVC Threaded coupler63 x 50mm |
| 108 | PVC End Cap63mm |
| 109 | Name Board |
| 110 | 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
Jan 05, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 09, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 09, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 09, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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