Tender For Construction Of Sluice At Konarkulam M.I.Tank In Vadavallanadu Panchayat In Karungulam Panchayat Union Of Thoothukudi District Under The Scheme Pugf -2026-27-Pakageno-01.
Tender Value
11.90 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
10 days left
EMD
11900
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
Tuticorin → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Sluice At Konarkulam M.I.Tank In Vadavallanadu Panchayat In Karungulam Panchayat Union Of Thoothukudi District Under The Scheme Pugf -2026-27-Pakageno-01.
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work:Construction of Sluice at Konarkulam M.I.Tank in Vadavallanadu Panchayat in Karungulam Panchayat Union of Thoothukudi District under the scheme PUGF -2026-27-pakageno-01. |
| 2 | Earthwork excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.2B etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. |
| 3 | Dismantling clearing away and carefully stacking materials usefull materials for reuse for any thickness of walls in brick or stone masonry in cement mortar walls under 3m high etc., complete complying with standard specifications and as directed by the Engineer incharge of work. (W-0015) Page no.29 |
| 4 | Dismantling the existing Plain Cement Concrete over Cut Stone Slab in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.(W-0034) pg:30 |
| 5 | Earthwork for foundation in hard stiff clay excavating and deposition on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, maurram, gravel, stoney erath and earth mixed with small size boulders SS.20B etc., complete complying with standard specifications and as directed by the Engineer incharge of work. |
| 6 | Providing and placing in position Plain Cement concrete of M-10 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 10 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work Without vibration. |
| 7 | Supplying, Laying, Jointing and fixing in position of R.C.C. Hume pipes of NP 3 class of 900mm. dia including labour charges and jointing materials, etc., complete complying with standard specification and as directed by the Engineer in charge of the work(W-0227) pg:316 |
| 8 | Supplying and erecting water tight steel centering for sides and sofits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10 gauge sheets of size 90cm x60cmx10 gauge stiffend with welded mild steel angles of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid. |
| 9 | Without Strutting |
| 10 | With Strutting |
| 11 | Providing and placing in position Plain Cement concrete of M-15 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 60% of 40mm hard broken stone and 40% of 20mm to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 15 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work. |
| 12 | Providing and placing in position Plain Cement concrete of M-15 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 20mm and down graded to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 15 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work. |
| 13 | a.Without Vibrating |
| 14 | B.With vibrating |
| 15 | Fabricating, supplying and erection of Screw Gearing steel shutters of size 0.45 m x 0.45 m with consists of skin plate made out of 8 mm thick mild steel plate and horizontally stiffened with 100 mm x 50 mm x 6 mm steel channel (ISMC) at an interval of not more than 0.5 m and vertical stiffeners made out of same section at an interval not more than 0.5 m and provided with 8 mm thick mild steel gusset plate of required size on both sides fastened with rust free bolts and nuts etc. Groove Channels of ISMC 65 mm x 65mm x 6mm mild steel angle for required height including welding hold fast of size 40 mm x 40 mmx 6 mm mild steel angle 3 numbers on both sides.Providing sill beam of 150mmx80mmx6mm, 0.50 m length providing of 50 mm dia screw rod made of mild steel duly machined and fully threaded to suite the Head set assembly with required height and required holes. Fixing the screw rod to the shutter gusset plate with required bolts and nuts in proper alignment to the Head Set. Providing of Top Beam made up of 150 mm x 75 mm x 6 mm (ISMB 150) duly drilled to suite the Providing Head Set assembly with required bed bolts made out of 25 mm mild steel round rod duly threated with suitable anchorage arrangements to the height of 0.6 m with necessary fish plate made out of 16 mm mild steel plate of size 0.2 m x 0.3 m 4 numbers with require bolts. Providing Head set assembly medium duty with Hexagonal nut (approximate 50 kg) made up of cast iron including moulding, machining and Hexagonal nut threaded to suit screw rod provided with thrust bearings for smooth operation. The whole shutter assembly should be painted with two coats of anti-corrosive black paint over one coat of red oxide primer paint. Erecting Shutter including crane hire charges (As per SR p .257) The rate is inclusive of all materials, labour charges including Lathing, Drilling, Welding, Gas cutting, Hydraulic bend removing of M.S. rod, hire charges of Crane and also inclusive of cost of covering plate, Foundation bolts, all bolt and nuts, conveyance to this site, Loading and unloading charges, Grease packing, Lubricating oil, Operating key, Locking arrangement and checking the Shutter operation etc., complete as directed by the Departmental Officers. B6 |
| 16 | Refilling the excavated earth in layers not exceeding 23cm thickness and watering to OMC (optimum moisture content) and compaction of each layer to 95% of Proctor density through deployment of appropriate compaction equipment (8-10T power roller) vibratory power roller of short width (0.90m wide drum) power roller or vibratory power roller/ fuel operated or electrically operated, vibratory plate compactors, ensuring compaction of designed bund section including side slopes etc., complete as directed by the Engineer in charge of works and as per the technical specifications |
| 17 | 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
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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