Tender For Construction Of 60000 Litrs Oht In With Borewell And Submercibil Motor , Pipe Line Near Vinayagar Kovil In Adary Panchayat
Tender Value
33.56 Lakhs
Estimated cost
Bid Submission
26 Nov 2026
13 days left
EMD
33560
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 Litrs Oht In With Borewell And Submercibil Motor , Pipe Line Near Vinayagar Kovil In Adary 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 Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eartFirst depth of 2m |
| 2 | 2 nd Depth |
| 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 the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. |
| 5 | RCC in M30 GRADE using graded aggregtes 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 DepartmentFor footing below G.L. ( 1,50 to 4,50 below GL ) |
| 6 | For Column and Brace upto G.L ( 0 to1,50 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 7.32 to 10.98m from GL |
| 10 | For column beam floor slab side wall from 10.98m to 14.64 m from GL |
| 11 | For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL |
| 12 | PLANE SURFACESBelow GLFor column footing and GL Brace |
| 13 | For Brace I GL 0 to 3.30 M |
| 14 | For Brace II 5.30 m to 6.30 m |
| 15 | For Brace III 8.30 m to 9.30 m |
| 16 | For Floor Beam and Bottm of Floor slab 11.30 to 12.30m |
| 17 | For Roof slab bottom 15.30 to 16.30m |
| 18 | For Side Wall, & Floor slab sides and Haunch 11.30 to 12.30m |
| 19 | For Side Wall outter & inner From 12.30m to 13.30m |
| 20 | For Side Wall outter & inner From 13.30m to 14.30m |
| 21 | For Side Wall outter & inner From 14.30m to 15.30m |
| 22 | For Side Wall outter & inner & Roof Slab sides From 15.30m to 16.30m |
| 23 | SQUARE COLUMN For column Below GL |
| 24 | For column GL 0 to 3.30M |
| 25 | For column ( 3.30m to 4.30m ). |
| 26 | For column ( 4.30m to 5.30m). |
| 27 | For Column (5.30m to 6.30m ) |
| 28 | For Column (6.30m to 7.30m ) |
| 29 | For Column (7.30m to 8.30m ) |
| 30 | For Column (8.30m to 9.30m ) |
| 31 | For Column (9.30m to 10.30m ) |
| 32 | For Column (10.30m to 11.30m ) |
| 33 | For Column (11.30m to 11.40m ) |
| 34 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by Deparment 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 Deparment 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 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur |
| 38 | Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Deparment officers |
| 39 | Supply & Delivery of following Pipes and specials for OHT connection 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 Deparment Officers, |
| 46 | Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers |
| 47 | Platfrom (Sub estimate) |
| 48 | Borewell |
| 49 | submercible motor |
| 50 | Pipe line work |
| 51 | Name Board |
| 52 | 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
Nov 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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