Tender For Providing External Water Supply And Distribution Network For Korkai Retreat Project At V.O.C. Port
Tender Value
47.51 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
0 days left
EMD
95100
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 Providing External Water Supply And Distribution Network For Korkai Retreat Project At V.O.C. Port
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning the Juliflora jungle, debris and bushes including up rooting juliflora trees, rank vegetation, grass, wood saplings ans trees not exceeding 30m girth etc., and removing not exceeding 50m outside the periphery of the area cleared and filling andlevelling the pits formed where the trees are uprooted etc., including all labour, tools, etc., complete and as directed by the departmental officers. |
| 2 | Earthwork excavation in trenches for foundation in sand and other loose soils not exceeding 1.50m in width and including dressing of sides and ramming of bottom lift upto 1.50m including getting out of the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m and lift of 1.50m, cost including shuttering, strutting, bailing out seepage of water wherever necessary etc., complete complying with AISS and as directed by the departmental officers. |
| 3 | Pumping the surface water from the earthwork portion / Rain water from the low lying area wherever required in the Port area with 5 HP Mud Pump. The cost including hire charges for 5 HP Mud pump, diesel, oil, manpower, etc., complete and as directed bythe departmental officers. |
| 4 | Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M.Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 5 | Brick work in Cement Mortar 1:5 (M. Sand (Crushed Stone Sand)) ( One cement, five M. Sand (Crushed Stone Sand)) using chamber burnt bricks for walls in Ground Floor of the building including cost of all materials, labour, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 6 | Plastering the Brick work 15 mm thick in Cement Mortar 1:5 (Plastering Sand (P-Sand)) (One cement, five Plastering Sand (P-Sand)) for all faces of walls (even and uneven) in all floors upto full height of the building including necessary scaffolding, racking of masonry joints, cleaning, curing etc., complete complying with AISS and as directed by the departmental officers. |
| 7 | Supplying and laying in trenches 63 mm dia. PVC inflow pipe line 6 Kg./CM2 with necessary pipe specials such as elbow, tee, union joint etc., and the joints being tightened including threading cost of pipe, specials etc., complete complying with AISS and as directed by the departmental officers |
| 8 | Supplying and laying in trenches 32 mm dia. PVC inflow pipe line 10 Kg./CM2 with necessary pipe specials such as elbow, tee, union joint etc., and the joints being tightened including threading cost of pipe, specials etc., complete complying with AISS and as directed by the departmental officers. |
| 9 | Supply and Delivery of 110mm dia. HDPE-PE 100 (PN 6) Pipe as per IS 4984/2016 at site of work including loading, unloading, transportation, etc., complete and as directed by the departmental officers. |
| 10 | Supply and delivery 315mm HDPE PN10 PE100 Pipe as per IS4984/2016 at site of work including loading, unloading, transportation, etc., complete and as directed by the departmental officers |
| 11 | Supply and delivery of 110mm dia. HDPE (PN6) 90 degree Bend as per IS 8360/1977/Part I, (Reaffirmed 1992) PART II and III (Reaffirmed 2002) and other specifications at site of work including loading, unloading, fright, stacking, transit and insurance, etc., complete and as directed by the departmental officers. |
| 12 | Jointing 315mm dia. HDPE Pipes and Specials by butt fusion welding / electrofusion welding joints using fusion equipment as per ISO 21307- 2011and as per IS7634 (Part-2): 2012 including cost of hire charges for butt fusion equipment, power supply arrangements, all labour, etc., complete and as directed by the departmental officers. |
| 13 | Lowering of 315mm HDPE pipe and specials into trench and laying to proper grade and alignment, including all labour, tools & plants, etc., complete and as directed by departmental officers. |
| 14 | Supply and delivery of 110mm dia. HDPE (PN6) Equal Tee as per IS 8360/1977/Part I, (Reaffirmed 1992) PART II and III (Reaffirmed 2002) and other specifications at site of work including loading, unloading, fright, stacking, transit and insurance, etc., complete and as directed by the departmental officers. |
| 15 | Supply and Delivery of 200mm dia. HDPE-PE 100 (PN 6) Pipe as per IS 4984/2016 at site of work including loading, unloading, transportation, etc., complete and as directed by the departmental officers. |
| 16 | Jointing 110mm dia. HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307- 2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment, power supply arrangements, all labour, etc., complete and as directed by the departmental officers. |
| 17 | Supply and Delivery of 160mm dia. HDPE-PE 100 (PN 6) Pipe as per IS 4984/2016 at site of work including loading, unloading, transportation, etc., complete and as directed by the departmental officers. |
| 18 | Supply and delivery of 200mm dia. HDPE (PN6) 90 degree Bend as per IS 8360/1977/Part I, (Reaffirmed 1992) PART II and III (Reaffirmed 2002) and other specifications at site of work including loading, unloading, fright, stacking, transit and insurance, etc., complete and as directed by the departmental officers. |
| 19 | Supply and delivery of 200mm dia. HDPE (PN6) Equal Tee as per IS 8360/1977/Part I, (Reaffirmed 1992) PART II and III (Reaffirmed 2002) and other specifications at site of work including loading, unloading, fright, stacking, transit and insurance, etc., complete and as directed by the departmental officers. |
| 20 | Supply and delivery of 160mm dia. HDPE (PN6) 90 degree Bend as per IS 8360/1977/Part I, (Reaffirmed 1992) PART II and III (Reaffirmed 2002) and other specifications at site of work including loading, unloading, fright, stacking, transit and insurance, etc., complete and as directed by the departmental officers. |
| 21 | Jointing 200mm dia. HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307- 2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment, power supply arrangements, all labour, etc., complete and as directed by the departmental officers. |
| 22 | Supply and delivery of 160mm dia. HDPE (PN6) Equal Tee as per IS 8360/1977/Part I, (Reaffirmed 1992) PART II and III (Reaffirmed 2002) and other specifications at site of work including loading, unloading, fright, stacking, transit and insurance, etc., complete and as directed by the departmental officers. |
| 23 | Jointing 160mm dia. HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307- 2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment, power supply arrangements, all labour, etc., complete and as directed by the departmental officers |
| 24 | Supplying and fixing in position of best Indian make heavy duty Gun Metal Gate Valve at 65mm dia. of approved quality including all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 25 | Supplying and fixing in position of best Indian make heavy duty Gun Metal Gate Valve at 32mm dia. of approved quality including all materials, labour etc., complete complying with AISS and as directed by the departmental officers. |
| 26 | Providing and fixing R.C.C. Pre-cast slab 100mm thick of various size in Cement Concrete 1:1.5:3 including all labour, materials, form work, reinforcement, conveyance and fixing the slab etc., complete complying with AISS and as directed by the departmental officers. |
| 27 | Supplying and fixing 300mm Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nomnal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel (SS304)/ Die cast Aluminium/ Carbon steel with anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for allcoils, electrode connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter.The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency outputof a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays #Rate of Flow# and #Total Volume#. Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. The programming should be user friendly, self- prompting menu driven. Flow meter test calibration certificate from FCRI, flow test lab / NABL accredited lab to be furnished. complete and as directed by the departmental officers. |
| 28 | Supply and delivery of 200mm dia of G.I. Flange set as per IS 1239/Part II at site of work including loading, unloading, transportation etc., complete and as directed by departmental officers. 10,890.00 |
| 29 | Supply and delivery of 150mm dia of G.I. Flange set as per IS 1239/Part II at site of work including loading, unloading, transportation etc., complete and as directed by departmental officers |
| 30 | Supply and delivery of 100mm dia of G.I. Flange set as per IS 1239/Part II at site of work including loading, unloading, transportation etc., complete and as directed by departmental officers. |
| 31 | Supply and fixing of 350mm dia. Ductile Iron D/F Gate Valves (soft seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindle nut, without gland packing and with 3 O-Ring protection on the shaft and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimensions as EPR BS 5163-89/ ISI 14846-2000/DIN 3202 F 4. All the valves shouldbe with electrostatic powder coating both inside and outside with pocket less straight thro' body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 etc., including cost of fixing the new valve with accessories, installation, transportation and labour charges etc., complete and as directed by the departmental officers |
| 32 | Testing of 200mm dia. HDPE pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 70/KL) and testing to recommended pressure in convenient stretches and attending the bursts, if any occurred during the test, excluding the cost of pipes including other incidental and operational charges etc., complete and as directed by the departmental officers. |
| 33 | Testing of 160mm dia. HDPE pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 70/KL) and testing to recommended pressure in convenient stretches and attending the bursts, if any occurred during the test, excluding the cost of pipes including other incidental and operational charges etc., complete and as directed by the departmental officers. |
| 34 | Painting TWO coats with Plastic emulsion paint of approved brand and colour over New Wall surfaces including one coat of alkalin resistance primer of approved brand so as to give an even shade. Prior to applying the primer, the wall surfaces shall be thoroughly cleaned of all grease, dirt, loose pieces, scales and make the surface even by applying wall putty and make good of the surface with sand paper etc., The cost including preparing the surface, all materials, labour, brushes, scaffolding, etc., complete complying with AISS and as directed by the departmental officers. |
| 35 | Testing of 110mm dia. HDPE pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 70/KL) and testing to recommended pressure in convenient stretches and attending the bursts, if any occurred during the test, excluding the cost of pipes including other incidental and operational charges etc., complete and as directed by the departmental officers. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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