Tender For Construction Of 60000 Litre Oht(12M Staging Height) Near Amman Kovil In Kallurani Village & Panchayat .
Tender Value
24.10 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
12 days left
EMD
24100
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
Tenkasi → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 60000 Litre Oht(12M Staging Height) Near Amman Kovil In Kallurani Village & Panchayat .
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 60000 litre OHT(12m Staging Height) Near Amman Kovil in Kallurani Village & Panchayat . |
| 2 | OHT Abstract |
| 3 | 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 TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth |
| 4 | First depth of 2m |
| 5 | 2 nd Depth |
| 6 | Sand filling for foundation with clear M sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. |
| 7 | 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 TWAD Board officers. |
| 8 | Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum. |
| 9 | For footing below G.L. ( 1,50 to 4,50 below GL ) |
| 10 | For Column and Brace upto G.L ( 0 to1,50 below GL ) |
| 11 | For column and brace I 0 to 4.5m from GL |
| 12 | For column and brace II 4.5m to 7.32m from GL |
| 13 | For column and brace III 7.32 to 10.98m from GL |
| 14 | For column beam floor slab side wall from 10.98m to 14.64 m from GL |
| 15 | For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL |
| 16 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding |
| 17 | PLANE SURFACES |
| 18 | Below GL |
| 19 | For column footing and GL Brace |
| 20 | GL 0 to 3.30 M |
| 21 | For Brace I |
| 22 | 5.30m to 6.30 m |
| 23 | For Brace II |
| 24 | 8.30m. to 9.30 m |
| 25 | For Brace III |
| 26 | 9.30m. to 10.30 m |
| 27 | For Brace III |
| 28 | 3.30m TO 4.30 m |
| 29 | Roof slab |
| 30 | 11.30 to 12.30m |
| 31 | For Floor Beam and Bottm of Floor slab |
| 32 | CURVED SURFACE |
| 33 | 0 to 3.30 M |
| 34 | For Side Wall, & Floor slab sides and Haunch |
| 35 | 3.3 to 4.30 M |
| 36 | For Side Wall, Roof Slab sides |
| 37 | SQUARE COLUMN |
| 38 | For column Below GL |
| 39 | For column GL 0 to 3.30M |
| 40 | For column ( 3.31m to 4.30m ). |
| 41 | For column ( 4.31m to 5.30m). |
| 42 | For Column (5.31m to 6.30m ) |
| 43 | For Column (6.31m to 7.30m ) |
| 44 | For Column (7.31m to 8.30m ) |
| 45 | For Column (8.31m to 9.30m ) |
| 46 | For Column (9.31m to 10.30m ) |
| 47 | For Column (10.31m to 11.30m ) |
| 48 | Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete. |
| 49 | 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. |
| 50 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. |
| 51 | Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height. |
| 52 | 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 |
| 53 | Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Deparment officers |
| 54 | Providing manhole cover of size 1x1 0.75 X 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers. SFRC |
| 55 | Supply of Pipe connection arrangements for inlet, outlet, scour and Overflow for 60000 litres capacity OHT |
| 56 | 65mm dia GI Pipe |
| 57 | 65mm dia GI Nipple-0.30m |
| 58 | 65mm dia GI Elbow |
| 59 | 65mm dia GI Nipple-0.90m |
| 60 | 65mm dia GI Nipple-0.45m |
| 61 | 65mm dia GI Nipple-1.50m |
| 62 | 65mm dia Gatevalue |
| 63 | 65mm dia Flangeset |
| 64 | 65mm dia GI Nipple-0.60m |
| 65 | 75mm dia PVC Pipe |
| 66 | 75mm dia PVC FTA |
| 67 | 65mm dia GI Coupling |
| 68 | 65mm dia GI Nipple-0.15m |
| 69 | 65mm dia GI Tee |
| 70 | 65mm dia GI Nipple-1.80m |
| 71 | 65mm dia GI Nipple-1.20m |
| 72 | (RWHS & PLATFORM) Abstract |
| 73 | Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring blasting etc., complete for foundation as per SS 20B. |
| 74 | For first depth of 2m |
| 75 | For Core wall |
| 76 | Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete |
| 77 | Brick work in CM 1:5 mix using third class country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including all cost and conveyance of materials and labour charges etc., complete |
| 78 | Plastering with CM 1:5 mix using to 12mm thick including all cost and conveyance of all materials and all labour charges etc., complete. |
| 79 | Collection and supply of 40mm HBG metal and filling in to the recharge pits including cost and conveyance to the site and all labour charges for filling as per standard specifications. |
| 80 | Cement concrete 1:2:4 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete |
| 81 | (Pumping and Delivery Line) Abstract |
| 82 | Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay and hard gravelly soil as per SS20B for Narrow foundation etc complete., |
| 83 | Supply and Delivery of PVC Pipes and GI &Pvc specials (as per BIS standards) for Water supply conveying from Source to Storage tank including material, labour and all other incidental charges etc., complete |
| 84 | 75mm 6KSC PVC Pipe |
| 85 | 75mm 4KSC PVC Pipe |
| 86 | Labour charges for Laying of GI, PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing etc., complete |
| 87 | Refilling with excavated earth including all cost of materials and all labour charges etc., complete. |
| 88 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \\"BB\\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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