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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| Sl No | Description | Qty | Unit | SS Constructions L1 | CRESCENT CONSTRUCTION COMPANY L3 | TRICHY CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of 10.00 LL U.G.Sump at SIPCOT Industrial Park, A.Sathanur | ||||||
| 1.01Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the SIPCOT officers and clearing and levelling the site, etc., complete complying with standard specification as directed by the SIPCOT officials | ||||||
| 1.02 | First Depth | 640 | cum | 220 ₹1.4 L | 370 ₹2.4 L | 350 ₹2.2 L |
| 1.03 | Second Depth | 610 | cum | 260 ₹1.6 L | 370 ₹2.3 L | 350 ₹2.1 L |
| 1.04 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc., complete complying with standard specification as directed by the SIPCOT officials | 148 | cum | 44 ₹6,512 | 65 ₹9,620 | 60 ₹8,880 |
| 1.05 | Supplying and filling in foundation and basement with filling M sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification as directed by the SIPCOT officials | 47 | cum | 1,500 ₹70,500 | 2,300 ₹1.1 L | 2,200 ₹1.0 L |
| 1.06 | Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc., complete complying with standard specification as directed by the SIPCOT officials | 47 | cum | 4,826 ₹2.3 L | 6,800 ₹3.2 L | 6,500 ₹3.1 L |
| 1.07Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors 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 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with standard specification as directed by the SIPCOT officials | ||||||
| 1.08 | For Plane surface | 285 | sqm | 1,532 ₹4.4 L | 1,260 ₹3.6 L | 1,200 ₹3.4 L |
| 1.09 | For Curved Sufrace | 615 | sqm | 1,600 ₹9.8 L | 1,260 ₹7.7 L | 1,200 ₹7.4 L |
Tender Value
₹1.5 Cr
EMD Value
₹87,000
Closing Date
21 Jan 2026, 3:30 pmClosed
Superintending engineer
SIPCOT Head office egmore chennai
Construction of 10.00 LL U.G.Sump at SIPCOT Industrial Park, A.Sathanur
2026_SIPCT_644113_1
NIT.No.55/CD/T.No.55/2025-26
Open Tender
Civil Works
SIPCOT Industrial Park, A.Sathanur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹87,000
24 Mar 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
21 Jan 2026
15 Jan 2026
Construction of 10.00 LL U.G.Sump at SIPCOT Industrial Park, A.Sathanur
Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the SIPCOT officers and clearing and levelling the site, etc., complete complying with standard specification as directed by the SIPCOT officials
First Depth
Second Depth
Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc., complete complying with standard specification as directed by the SIPCOT officials
Supplying and filling in foundation and basement with filling M sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification as directed by the SIPCOT officials
Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc., complete complying with standard specification as directed by the SIPCOT officials
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors 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 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with standard specification as directed by the SIPCOT officials
For Plane surface
For Curved Sufrace
For square column
For Cirular Column
Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra costetc., complete complying with standard specification as directed by the SIPCOT officials
Upto 1.50m below GL & above GL
Beyond 1.5m to 4.5m GL
Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation,etc., complete complying with standard specification as directed by the SIPCOT officials
Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of size 0.45 X 0.45 X 0.15M at site including cost of all materials, labour charges, curing etc., complete complying with standard specification as directed by the SIPCOT officials
Supply delivery and fixing of 300 mm dia DI (K7) pipe for ventilation of roof slab.etc., complete complying with standard specification as directed by the SIPCOT officials
Supply,Delivery and fixing of CI Manhole frame with cover of following size including cost of all materials, fixing of MS clamps,Bolt and nuts etc., complete complying with standard specification as directed by the SIPCOT officials
On The Cover Slab 60 X 60 cm
UGT/OHT (inside) waterproofing with Antimicrobial Coating Waterproofing: Providing and Applying CFTRI approved two component flexible polymer modified acrylic cementitious waterproofing coating with a mix ratio of (5 Liquid :7 Powder) to the RCC surface of the UGT/ OHT tank applied @ 2.2kg/m2 in 2 coats to achieve 1.2mm DFT, having Elongation at break >120% as per ASTM D 412, Tensile strength >1N/mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right angles of wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completely as per specification. Followed by applying 15 mm thick dimensionally stable fibrous reinforced cementitious structural grade dual shrinkage Polymer Mortar on as protective plastering @ 29kg/m2. The material having Compressive strength of 38 MPa at 28 days as per EN 12190, Adhesive Bond Test, >1.5 Mpa as per EN 1542, followed by Water curing by sprinkling water for 3 times a day for 5- 7 days. Followed by applying two component, water-based food grade epoxy resin coating on inside surface of Potable water tank having antialgae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA, having mixing Ratio (Base: Hardener: Water) – 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation etc., complete complying with standard specification as directed by the SIPCOT officials
Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges ,etc., complete complying with standard specification as directed by the SIPCOT officials
Supply and fixing in position of RCC M30 inside access ladder using 20mm size HBS jelly including cost of all materials,centering shuttering ,strutting ,fabrication and placing in position of reinforecement,finising,curing etc., complete complying with standard specification as directed by the SIPCOT officials
Centering
Steel fabrication
Supplying and fixing in position ofoutside MS Ladder of 45cm clear wide made out of 50mmx50mmx6mm MS Angle for sides and steps in 16mm MS plainrods fixed at 30cm c/cwelded jointed etc,providing with suitable side supports,clamps, locking arrangements provided with two coats of approved enamal paint over one coat of red oxide paint to access over roof top including bottom anchorage with bed block in CC1:2:4 using 20mm HBS at top and bottom of sump with suitable anchor bolt and transportation charges etc., complete complying with standard specification as directed by the SIPCOT officials
Labour charges for Painting SIPCOT Board Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the Service Reservoirs.etc., complete complying with standard specification as directed by the SIPCOT officials
Painting two coats of newly plastered wall surface with ready mixed plastic exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping , clean removal of dirt and including necessary plaster of paris putty, where ever required etc., complete complying with standard specification as directed by the SIPCOT officials
PUMPING MACHINERIES
Supply and delivery of DUCTILE IRON CLASS PN10 FLANGED PIPES AS PER IS 8329/2000 etc.,complete complying with standard specification and as directed by SIPCOT officers.
DI Class PN 10 flanged pipe 250mm dia - 3m length
DI Class PN 10 flanged pipe 250mm dia - 2m length
DI Class PN 10 flanged pipe 250mm dia - 4m length
Supply and delivery of DI D/F specials to the work site etc.,complete complying with standard specification and as directed by SIPCOT officers.
DI Double flanged duckfoot bend 90 degree - 250mm
DI Double flanged bend 90 degree - 250mm
For outlet
Supply and delivery of DUCTILE IRON CLASS PN10 FLANGED PIPES AS PER IS 8329/2000 etc.,complete complying with standard specification and as directed by SIPCOT officers.
DI Class PN 10 flanged pipe 250mm dia - 5m lengthTwad SOR 25-26 SI.No(WD-M0766)
DI Class PN 10 flanged pipe 250mm dia - 4m length
DI Class PN 10 flanged pipe 250mm dia - 3m length(WD-M0718)
DI Class PN 10 flanged pipe 250mm dia - 2m length
DI Class PN 10 flanged pipe 250mm dia - 1.00 m length
Supply and delivery of DI D/F specials to the work site etc.,complete complying with standard specification and as directed by SIPCOT officers.
DI Double flanged duckfoot bend 90 degree - 250mm
DI Double flanged bend 90 degree - 250mm
DI Double flanged bend "TEE" With Flange - 250 x 250mm
DI reducer 300x250mm
Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete complying with standard specification and as directed by SIPCOT officers.for works above water level
DI Class PN 10 flanged pipe 250mm dia
Testing of 250mm dia DI pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete complying with standard specification and as directed by SIPCOT officers
DI Class PN 10 flanged pipe 250mm dia
DI VALVE :Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, 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 Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and outside with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years warranty.etc., complete complying with standard specification and as directed by SIPCOT officers
DI D/F GATE VALVES 250mm dia
DI VALVE Return valve : DI Non - Return Valve : Manufacture, Supply and Delivery of DI D/F Slanted seat Swing Check Valve. Body of ductile cast iron of Grade GGG 40 or GGG 50 and disc of ductile cast iron GGG 40 or GGG 50 with fully encapsulated EPDM rubber, where both faces can be used. Electrostatic epoxy powder/liquid coating (EP-P) inside and outside color blue RAL 5005 with minimum coating thickness of 250 microns. The EPDM rubber & Epoxy Powder should be approved by W 270. (EP-P) it is a resi coat powder approved for drinking water application, applied through fusion bonding process by dipping the shot-blasted casted components heated up to 200 deg C). Face to face dimensions as per EN558-1, series 48 and flange connections as per EN 1092-2/IS 1538 and with 5 years warranty etc., complete complying with standard specification and as directed by SIPCOT officers
250mm dia
Testing of the UGT by retaining water for 48 hours inside the UGT including cost of water pumping water into the UGT and bailing out of water (after testing ) with necessary pumping equipments including attending the crack if any occurred during the test.etc., complete complying with standard specification and as directed by SIPCOT officers
Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc.
Supply and delivery of Woltman model with removal mechanism water meters, (No domestic use) conforming to ISO 4064 part I, II, III Class B and IS-2373 with life cycle test certificate from FCRI/ NABL accredited lab. The watermeter shall have magnetic drivers or mechanical drivers and shall be versatile forinstallation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates.etc., complete complying with standard specification and as directed by SIPCOT officers
Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation. etc., complete complying with standard specification and as directed by SIPCOT officers
2500x40( lpm x m)
supply and delivery of following size L.T. CABLES 3 CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CROSS LINKED POLY ETHYLENE INSULATED PVC SHEATHED CABLES CONFORMING TO IS 7098 (PART I)/1988 AND AS AMENDED THEREAFTER WITH ISI MARKING etc., complete complying with standard specification and as directed by SIPCOT officers
3 corex120sq.mm( From M V Panel to Each Motor connection)
labour charges for JOINTING OF L.T. CABLES- 3,3.5,4 CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CABLE CONFORMING TO IS 1554 PART I AND AS AMENDED THERE AFTER WITH ISI MARKING etc., complete complying with standard specification and as directed by SIPCOT officers
3 corex120sq.mm( From M V Panel to Each Motor connection)
Labour charges for laying the following size of cable from EB supply to MV panel board through LT metering as per IE rules etc etc., complete complying with standard specification and as directed by SIPCOT officers
95 to 240 sq.mm(For every 3 metre length one set of clamp is to be provided)
Supplying and fixing of cable clamps suitanle for following size aluminium 3 core cable etc., complete complying with standard specification and as directed by SIPCOT officers
95 to 240 sq.mm(For every 3 metre length one set of clamp is to be provided)
Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)
Added GST of 18%
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