Tender For Construction Of 60000Litre Oht At Thulukkapatti Village And Panchayat
Tender Value
28.60 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
9 days left
EMD
28600
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
Virudhunagar → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 60000Litre Oht At Thulukkapatti Village And Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 60000Litre OHT at Thulukkapatti Village and Panchayat . Under 15th CFC SAVINGS FUND 2026-2027 |
| 2 | Earthwork excavating and depositing on bank with an initial lead of 10 metres and initial lift of 2 metres in hard stiff clay, black cotton, hard red earth, shales, murrams, ordinary gravel stoney earth mixed with small sized boulders etc., SS 20B and as directed by TWAD Board Officers - for foundation |
| 3 | First depth of 2m |
| 4 | Second depth of 1m |
| 5 | Supply, Delivery and Filling with river sand complying with standard specification including watering ramming and consolidation etc., complete and as directed by TWAD Board Officers-for foundation. |
| 6 | Levelling coarse in cement concrete 1:4:8 (one cement,four sand and eight aggregate) using 40mm hard broken stone and M Sand for foundation and leveling coarse including cost of all materials, mixing,placing, ramming, curing, finishing etc., complete and as directed by TWAD Board Officers. (Beyond 1.5 m to 4.5 m below GL) |
| 7 | Reinforced Cement Concrete using M30 Design mix with required cement, sand and 20 mm and 10 mm Machine crushed HBG stone and Sand including the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, |
| 8 | For items 1.5m to 4.5m below GL |
| 9 | For items 0 to 1.50m below GL |
| 10 | For items 0m to 4.5m above GL |
| 11 | For items 4.51m to 7.32 m above |
| 12 | For items above 7.32 m & up to 10.98 m from GL |
| 13 | For items above10.98 m & up to 14.64 m from GL |
| 14 | Reinforced Cement Concrete using M30 Design mix with required cement, sand and 20 mm and 10 mm Machine crushed HBG stone including the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges etc., complete and as directed by TWAD Board Officers. |
| 15 | For items above10.98 m & up to 14.64 m from GL |
| 16 | For items above14.64 m & up to 18.30 m from GL |
| 17 | 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 BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over I type M.S. Truss of size 25x25x3 mm space at about 90cm c/c and supported by 40 mm GI pipe (Medium) spaced at 75cm c/c etc., complete and as directed by TWAD Board Officers. |
| 18 | PLANE SURFACES |
| 19 | Below GL |
| 20 | 3.31 to 4.30m |
| 21 | 5.3-6.3M |
| 22 | 6.3-7.3m |
| 23 | 8.3-9.3M |
| 24 | 9.3-10.3M |
| 25 | 11.3-12.3M |
| 26 | 11.3 to12.3m |
| 27 | Curved Surface |
| 28 | 0 to 3.30m |
| 29 | 11.3-12.3M |
| 30 | 3.3 to 4.30m |
| 31 | Square column |
| 32 | Below G.L. |
| 33 | Ground level to 3.30 m |
| 34 | 3.31 to 4.30m |
| 35 | 4.31 to 5.30m |
| 36 | 5.31 to 6.30m |
| 37 | 6.31 to 7.30m |
| 38 | 7.3 to 8.3m |
| 39 | 8.31 to 9.30m |
| 40 | 9.31 to 10.30m |
| 41 | 10.31 to 11.30 m |
| 42 | 11.30 to12.30M |
| 43 | Applying two coats using approved cement paint including cost of one coat of white washing, cost of all materials, labour charges, etc., complete and as directed by TWAD Board Officers. |
| 44 | Supplying, fabricating and placing in position of Steel rods for reinforcement including cost of steel and binding wire and labour charges etc. complete for RCC works and as directed by TWAD Board Officers. |
| 45 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear 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. For 12 m staging |
| 46 | Providing and fixing of RCC inside access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., complete and as directed by TWAD Board Officers. |
| 47 | Providing GI Ventilating arrangements with mosquito proof net etc., complete and as directed by TWAD Board officers. |
| 48 | 50 mm G.I. Pipe |
| 49 | 50 mm G.I. Tee |
| 50 | 50 mm G.I.Hex Nipple |
| 51 | 50 mm G.I. Elbow |
| 52 | Supply, Delivery and fixing of CI Manhole frame with cover of following size including cost of all materials, fixing of MS clamps, Bolt and nuts etc.,complete and as directed by TWAD Board Officers. 0.60 x 0.60 (Heavy Duty) |
| 53 | Providing GI pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete and as directed by TWAD Board officers |
| 54 | 65mm Ø GI pipes for inlet 1xl connection |
| 55 | 65mm Ø GI pipes for over flow |
| 56 | 50mm Ø GI pipes for scour pipe 1xl |
| 57 | 65mm Ø GI pipe for delivery 1x1 pipe |
| 58 | 90mm Ø PVC Threaded coupler |
| 59 | 75 mm Ø PVC threaded coupler |
| 60 | 65mm Ø GI Tee |
| 61 | 65mm Ø GI Bend |
| 62 | 65mm Ø GI coupler |
| 63 | 65mm Ø GI union |
| 64 | 65mm Ø GI Elbow |
| 65 | 65x50mm Ø GI Reducer |
| 66 | 75mmx 63mm PVC Reducer |
| 67 | 75mm PVC Threaded coupler |
| 68 | 75x90 PVC Reducer |
| 69 | 75x63 PVC Reducer |
| 70 | 65mm Ø GM Gate valve |
| 71 | 50mm Ø GM gate valve |
| 72 | Refilling with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by TWAD Board Officers. |
| 73 | Provision for Sub estimate Bore Well with Pipe Line to 60000 Litre OHT |
| 74 | Charges for conducting Geophysical survey foridentifying the favourable drilling point |
| 75 | Drilling of 6\\" Dia bore well in soff rock area including trench protection charges etc., complete. |
| 76 | Drilling of 6\\" Dia bore well in hard rock area including trench protection charges etc., complete. |
| 77 | Supply & delivery and cerection of PVC 4KG/CMcasing pipe of 150mm shiled plain casing pipe |
| 78 | 50mm GI Pipe \\"B\\" Class(45 page) |
| 79 | 50mm GI coupling(49 page) |
| 80 | 50mm GI Union(49 page) |
| 81 | 50mm GI Elbow(49 page) |
| 82 | 50mm GM non return volve(49 page) |
| 83 | 5HP Panel board(122 page) |
| 84 | 5HP submersible motor Duty Condition 50LPM X 125m Head(108page) |
| 85 | 4.00Sqmm submersible cable(128 page) |
| 86 | Labour Charges for the erction of Submersible Pumpset in Borewell/ Open Well including fixing and Jointing submersible Cable with Proper Clamps upto the Starter to Required depth and and also Fixing if Riser pipes to the required depth valves erection clamps/pressure gauges upto exterior wall of pump room and erection of panel board consisting of of TPICN swithches starter,voltmeter,Ammeter,three pilot ( indicating) :amps Capacitor single Phasing Preventor,Water Level guard and laying and Jointing the cablesand twinearthing asper IE rulesetc..complete and Testing the pumpset and trail run for 10 days. |
| 87 | Supply and delivery of MS Kiosk of size 0.75m x0.45m x 0.75m made up of MS angle of size50mm x 50mmx 4mm alround covered with 16gauge MS sheet and kiosk door made up of MSplates of size 25 mm x 3 mm including cutting,welding, grinding, locking arrangements andlabour charges etc., |
| 88 | 6\\"Bore cover |
| 89 | Bore clamp set |
| 90 | 7/20 Copper wire |
| 91 | 7/20 Gi wire |
| 92 | Earth Work Excavation for all Soils Classification SS20B including the Trenches After PVC Pipe Line (1x1x x0.60x1.05)(311 page) |
| 93 | Refilling of Excauvated earth including all charges etc complete(311 page) |
| 94 | Supply & Delivery 75mm PVC Pipe |
| 95 | Laying & Jointing 75mm PVC Pipe |
| 96 | 75mm PVC Bend |
| 97 | 75mm PVC Tee |
| 98 | Supply & Delivery 63mm PVC Pipe |
| 99 | Laying & Jointing 63mm PVC Pipe |
| 100 | 63mm PVC Bend |
| 101 | 63mm PVC Tee |
| 102 | GST Amount for providing Service to the above Government Contract 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} Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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