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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 CrAccepted-AOC 5 6 JOTHI NAGAR TRICHY CHENNAI BYPASS ROAD TRICHY | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹13.1 Cr Quoted ₹13.4 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹13.5 CrRejected-AOC | ₹13.5 Cr | L2 | Rejected-AOC Rejected |
| 3 | L3₹13.7 CrRejected-AOC KOODUTHURAIPATTI KONGARAPATTI PO HARUR TK DHARMAPURI DISTRICT | ₹13.7 Cr | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | VEDIAPPAN L3 | Jyothi Constructions L1 | VENKATESAN S L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications. | 37 | cum | 317 ₹11,729 | 311 ₹11,507 | 314 ₹11,618 |
| 2.00 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of PCC etc, complete as directed by the Engineer in charge of works and as per the technical specifications. | 3 | cum | 545 ₹1,635 | 534 ₹1,602 | 539 ₹1,617 |
| 3.00 | Earthwork excavation for foundation in all kind of soils and sub soils to full depth except hardrock,medium rock,requiring blasting inclusive of shoring,strutting and bailing out water wherever necessary,refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and compacted and depositing the surplus excavated earth in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters clearing and levelling the site complete complying with standard specifications and as directed by the Departmental Engineers. | 24,312 | cum | 246 ₹59.8 L | 242 ₹58.8 L | 244 ₹59.3 L |
| 4.00 | Earth work excavating and depositing on bank with initial lead of 10 m & 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.20B etc., complete complying with standard specifications and as directed by the Departmental Engineers | 122.75 | cum | 138 ₹16,939.50 | 135 ₹16,571.25 | 137 ₹16,816.75 |
| 5.00 | Supplying and filling with clean river sand in layers of not more than 15 cm thick including watering, consolidation etc., complete complying with standard specifications and as directed by the Departmental Engineers | 4,964.2 | cum | 2,174 ₹1.1 Cr | 2,132 ₹1.1 Cr | 2,153 ₹1.1 Cr |
| 6.00 | Providing and placing Plain Cement Conerete M10 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40mm to IS specified grading (To achieve the specified characteristic strength of 10N/mm2 in 28 days) and mixing the ingredients in approved mixer placing in layers , water curing, finishing the surface with all leads and lifts etc., complete complying with standard specifications and as directed by the Departmental Officers. | 3,325.62 | cum | 6,133 ₹2.0 Cr | 6,016 ₹2.0 Cr | 6,075 ₹2.0 Cr |
| 7.00Supplying and erection of steel centering for sides and soffits for plain surface with all cross bracings using Mild Steel sheets of size 90cm. X 60cm. thickness of and B.G.10 stiffened with welded Mild Steel angles of size 25 X 25 X 3mm for boarding, laid over country wood joists of size 10cmX 6.5cm spaced at 90cm. Centre to centre and supported by casuarina props of 10 to 13cm dia (spaced at 75cm) Centre to centre etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. | ||||||
| 7.01 | Below Ground Level - Without strutting | 1,556 | sqm | 1,028 ₹16.0 L | 1,009 ₹15.7 L | 1,018 ₹15.8 L |
| 7.02 | Above Ground Level - With strutting | 15,152 | sqm | 1,140 ₹1.7 Cr | 1,119 ₹1.7 Cr | 1,129 ₹1.7 Cr |
| 8.00 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) | 624.62 | qtl. | 9,618 ₹60.1 L | 9,434 ₹58.9 L | 9,526 ₹59.5 L |
Tender Value
Refer Docs
EMD Value
₹6.7 L
Closing Date
19 Feb 2026, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, WRD, Middle Cauvery Basin Circle, Subramaniyapuram, Trichy-20
Reconstruction of Kilakurichi Sori head sluice and Rehabilitation of Kilakurichi Sori sluice channel, Periya Sluice channel and Sankaran sluice channel in Kilakurichi village of Thiruverumbur Taluk in Trichy District
2026_WRD_657305_1
11/2526/DO2/MCBC/Dt.10.2.26(2)
Open Tender
Civil Works
Kilakurichi
please refer the tender documents
4 documents required · 4 mandatory
₹0
₹6.7 L
12 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
19 Feb 2026
14 Feb 2026
Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications.
Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of PCC etc, complete as directed by the Engineer in charge of works and as per the technical specifications.
Earthwork excavation for foundation in all kind of soils and sub soils to full depth except hardrock,medium rock,requiring blasting inclusive of shoring,strutting and bailing out water wherever necessary,refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and compacted and depositing the surplus excavated earth in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters clearing and levelling the site complete complying with standard specifications and as directed by the Departmental Engineers.
Earth work excavating and depositing on bank with initial lead of 10 m & 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.20B etc., complete complying with standard specifications and as directed by the Departmental Engineers
Supplying and filling with clean river sand in layers of not more than 15 cm thick including watering, consolidation etc., complete complying with standard specifications and as directed by the Departmental Engineers
Providing and placing Plain Cement Conerete M10 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40mm to IS specified grading (To achieve the specified characteristic strength of 10N/mm2 in 28 days) and mixing the ingredients in approved mixer placing in layers , water curing, finishing the surface with all leads and lifts etc., complete complying with standard specifications and as directed by the Departmental Officers.
Supplying and erection of steel centering for sides and soffits for plain surface with all cross bracings using Mild Steel sheets of size 90cm. X 60cm. thickness of and B.G.10 stiffened with welded Mild Steel angles of size 25 X 25 X 3mm for boarding, laid over country wood joists of size 10cmX 6.5cm spaced at 90cm. Centre to centre and supported by casuarina props of 10 to 13cm dia (spaced at 75cm) Centre to centre etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
Below Ground Level - Without strutting
Above Ground Level - With strutting
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
Providing and Placing in position of Plain Cement Concrete of grade M15 design Mix for works with well graded hard aggregates and the nominal maximum of coarse aggregate of 20 mm gauge weigh batching the ingredients and mixing in batching plant (to produce concrete of the specified characteristic strength of 15N/mm2 at 28days) including dewatering of placement site by bailing/pumping and by diverting wherever necessary laying the concrete in layers not more than 15cm thick and in bays, Vibrating, compacting and finishing the surface water curing so as to attain the profile and strength specified in the approved drawing etc. complete complying with standard specifications and as directed by the the Engineer incharge of the work.
Supplying, hoisting, laying and fixing in position of RCC hume pipes NP3 class of 900mm dia with suitable collars including labour and jointing materials etc., complete complying with the standard specification and as directed by the Engineer in charge of the works.
Fabricating, supplying and fixing of Shutter Groove Angle made up of 65x65x6mm Mild Steel angle for required height including welding hold fast of size 25x25x6mm Mild steel angle 2 Nos on both sides and conveying and leading the groove angle to the vents. Fixing the angle to the grooves in proper alignment including dismantling the existing damaged groove angles, conveying and stacking at section store. The groove angle should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, consumables, labours charges for all fabricating and hoisting equipments, conveyance, petty civil works and warranty for 5 years etc.., complete complying with standard specification and as directed by the departmental officers.
Fabricating, Supplying and fixing of Top Beam made up of 150x75mm (ISMB 150) duly drilled to suit the Head Set Assembly with required bed bolt made out of 25mm mild steel round rod duly threaded with suitable anchorage arrangements to a height of 0.60m with necessary Fish plate made out of 12mm mild steel plate of size 0.30 x 0.15m 2Nos with required holes. Conveying and leading the top beam arrangements to the work site. Fixing the top beam arrangements at the top of the vent in correct position including dismantling the existing eroded top beam, conveying and stacking and the section stores. The top beam should be painted with two coats of AC black paint over one coat of Red Oxide primer. The Rate including cost of materials, labours, charges for all fabricating and hoisting equipments, cost of petty civil works conveyance charges for labours and materials and warranty for 5 years etc.., complete complying with standard specification and as directed by the departmental officers.
Fabricating, supplying and fixing of 50mm dia Screw Rod made up of Mild Steel duly machined and fully threaded to suit the Head set Assembly and provided with required holes. Conveying and leading the screw rod to the worksite. Fixing the screw rod to the shutter gusset plate with required bolt and nut in proper alignment to the head set including dismantling the existing damaged screw rod, conveying and stacking at section store. The Screw rod should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for all fabricating and hoisting equipments, conveyance charges for labours and materials and warranty for 5 years etc.., complete complying with standard specification and as directed by the departmental officers.
Supplying and fixing of Head Set Assembly Light duty with hexagonal nut (Approximate 50 Kg) made up of cast iron including moulding, machining and the hexagonal nut threaded to suit the Screw Rod provided with thrust bearings for smooth operation. Conveying and leading the head set assembly to the work site. Fixing the head set assembly to the top beam by using required rust free bolts and nuts in proper alignment including dismantling the existing damaged Head set assembly supplied with operating key and the both should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for wooden pattern, moulding and charges for labours and materials and warranty for 5 years etc.., complete complying with standard specification and as directed by the departmental officers.
Fabricating, Supplying and erection of Screw gearing steel shutters of size above 1.00 m and upto 2.00m width consist of skin plate made out of 8mm thick mild steel plate and horizontally stiffened with 100x50mm mild steel channel at an interval not more than 0.50m and vertical stiffeners made out of same section at an interval not more than 0.60m and provided with 8mm thick mild steel gusset plate of required size on both sides fastened with rust free bolts and nuts etc. Conveying the fabricated shutter by using lorries including loading, unloading and leading the shutter to the vent. Dismantling the eroded shutter and shuttering arrangements by using necessary gas cutting equipment. Erecting the new shutter and the shuttering arrangements in the vent in proper position by using necessary hoisting equipment. The shutter shall be painted with two coats of Anticorrosive black paint over one coat of Red Oxide Primer. The rate including cost of materials consumables, labours power charges, conveyance charges for all equipment required conveying the dismantled materials to the section stores, cost of petty civil works, trial operation of shutter and warranty for 5 years etc.., complete complying with standard specification and as directed by the departmental officers.
Dewatering using 10HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges complete complying with standard specification and as directed by the departmental officers.
GST at 18%
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