Tender For Construction Of 60000 Liter Capacity Oht 12M Stage In Kandapankurichi At Ko. Kothanur Panchayat
Tender Value
28.38 Lakhs
Estimated cost
Bid Submission
28 Sep 2026
14 days left
EMD
28380
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
Cuddalore → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 60000 Liter Capacity Oht 12M Stage In Kandapankurichi At Ko. Kothanur Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Department officers. Hard stiff clay, black cotton, hard red earth shales, murram, ordinary gravel, stoney earth - First depth of 2m |
| 2 | 2nd Depth excavation (2m to 4m) |
| 3 | Sand filling for foundation with clear river sand including cost of sand, watering, ramming and consolidation etc. complete as directed by Department officers. |
| 4 | Cement concrete 1:4:8 (one cement, four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. |
| 5 | RCC IN M30 GRADE using graded aggregates of HBGS excluding cost of reinforcement, centering, shuttering, strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department: • For footing below G.L. (1.50m to 4.50m below GL) |
| 6 | For Column and Brace upto G.L (0 to 1.50m below GL) |
| 7 | For column and brace I (0 to 4.5m from GL) |
| 8 | For column and brace II (4.5m to 7.32m from GL) |
| 9 | For column and brace III (7.32m to 10.98m from GL) |
| 10 | For column, beam, floor slab, and side wall from 10.98m to 14.64m from GL |
| 11 | For side wall, haunch and Roof slab from 14.64m to 18.30m from GL |
| 12 | SUPPLYING AND ERECTING STEEL CENTERING for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffened with welded MS angles of size 25mm x 25mm x 3mm boarding: • Below GL: A. PLANE SURFACES For column footing and GL Brace |
| 13 | GL 0 to 3.30m: For Brace I |
| 14 | 5.30m to 6.30m: For Brace II |
| 15 | 8.30m to 9.30m: For Brace III |
| 16 | 11.30m to 12.30m: For Floor Beam and Bottom of Floor slab |
| 17 | 15.30m to 16.30m: For Roof slab bottom |
| 18 | B. CURVED SURFACE • 11.30m to 12.30m: For Side Wall, Floor slab sides and Haunch |
| 19 | o From 12.30m to 13.30m: For Side Wall outer & inner |
| 20 | o From 13.30m to 14.30m: For Side Wall outer & inner |
| 21 | o From 14.30m to 15.30m: For Side Wall outer & inner |
| 22 | o From 15.30m to 16.30m: For Side Wall outer & inner & Roof Slab sides |
| 23 | C. SQUARE COLUMN CENTERING • For column Below GL |
| 24 | o For column GL 0 to 3.30m |
| 25 | o For column (3.30m to 4.30m) |
| 26 | o For column (4.30m to 5.30m) |
| 27 | o For column (5.30m to 6.30m) |
| 28 | o For column (6.30m to 7.30m) |
| 29 | o For column (7.30m to 8.30m) |
| 30 | o For column (8.30m to 9.30m) |
| 31 | o For column (9.30m to 10.30m) |
| 32 | o For column (10.30m to 11.30m) |
| 33 | o For column (11.30m to 11.40m) |
| 34 | Supplying, fabricating and placing in position of RTS/TMT/HSD steel rods for Reinforcement including cost of steel and binding wire etc., complete and as directed by Department officers. |
| 35 | Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Department officers. |
| 36 | Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height (SOR Pg no 90) |
| 37 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering, shuttering charges, mixing concrete, curing etc. |
| 38 | Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl as directed by Department officers. |
| 39 | Supply of GI Pipes for OHT Connections 65 mm dia (SOR Pg no 40) |
| 40 | Supply and Delivery of G.M. Gate valve 65mm size (SOR Pg no 45) |
| 41 | Supply & Delivery of 65 mm G.I Tee (SOR Pg no 44) |
| 42 | Supply & Delivery of 65 mm G.I Coupling (SOR Pg no 44) |
| 43 | Supply & Delivery of 65 mm G.I bend (SOR Pg no 44) |
| 44 | Supply & Delivery of 65mm G.I. flange set (SOR Pg no 44) |
| 45 | Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Department Officers. |
| 46 | Refilling of the foundation with excavated soil in layers of thickness including ramming, watering etc., complete as directed by Department officers. |
| 47 | Providing for Ladder Door and Chlorination Pipe |
| 48 | Providing for Pumping Main line |
| 49 | Platform Earthwork excavation and depositing on bank with an initial lead & lift in hard stiff clay, gravelly soil, chales, murrams earth mixed soil as per SS 20 B for foundation |
| 50 | Sand filling with good river sand including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 51 | Cement concrete in 1:4:8 mix using 40 mm metal used for foundation including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 52 | Cement concrete in 1:3:6 mix using 20 mm metal used for foundation including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 53 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specifications and as directed by the departmental officers. |
| 54 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29m height with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3mm for Boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casuarina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with standard specification. (Payment for centering shall be given after concrete is laid) |
| 55 | Filling the stones in soakpit including the cost and conveyance of materials 40mm metal etc., complete. |
| 56 | Filling the stones in soakpit including the cost and conveyance of materials 20mm metal etc., complete. |
| 57 | RCC Precast rings for Soak Pit |
| 58 | Ring and RCC Cover Slab for Soak Pit |
| 59 | Name Board |
| 60 | 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} Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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