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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC | ₹3.0 Cr Quoted ₹3.2 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.3 CrRejected-AOC | ₹3.3 Cr | L2 | Rejected-AOC Rejected |
| 3 | L3₹3.4 CrRejected-AOC NO 112 KAMARAJAR MANDRA STREET PERIYAMILAGU PARAI TRICHY 620 001 | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹3.4 Cr | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | PANDIYAN K L2 | SIVAM ASSOCIATES L3 | YATHRA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. (Narrow excavation) | 2,040 | cum | 252 ₹5.1 L | 256 ₹5.2 L | 247 ₹5.0 L |
| 2.00 | Supplying and filling in foundation with sand gravel mix in the ratio of 30:70 in layers of not more than 15cm thick, well rammed, watered and consolidated etc., complete complying with standard specification. | 650 | cum | 1,237 ₹8.0 L | 1,260 ₹8.2 L | 1,214 ₹7.9 L |
| 3.00 | Providing and placing Plain cement concrete M10 grade using crushed broken hard granite course aggregate (well Graded) of Nominal maximum size of 40mm to Ls specified grading (to achieve the specified characteristicik strength of 10N /mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling (pumping and dewatering wherever necess eng placing in layers and vibrating water curing finishing hte surface with all leades and lifts etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. | 60 | cum | 6,390 ₹3.8 L | 6,510 ₹3.9 L | 6,271 ₹3.8 L |
| 4.00Supplying and erection of steel centering for sides and soffits with strutting up to 3m height 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. | ||||||
| 4.01 | Without Strutting - Below ground Level | 750 | sqm | 1,051 ₹7.9 L | 1,070 ₹8.0 L | 1,031 ₹7.7 L |
| 4.02 | With Strutting Above Ground Level | 975 | sqm | 1,165 ₹11.4 L | 1,187 ₹11.6 L | 1,144 ₹11.2 L |
| 5.00 | Supplying and erecting centering for sides, soffits including supports and strutting upto 3.00m height for plane surface (such as Sinking WELL Surface, Gauge well Surfaces, Curved lintel, etc.),using mild steel sheets of size 90 x 60cm and BG10 stiffened with welded MS angles of size 25 x 25 x 3mm for boarding layed over country wood joists of size 10 x 6.5cm spaced at about 90cm c/c and supported by causurina props of size 10 to 13cm dia spaced at 75cm c/c etc., complete as directed by the departmental officers. Centering for CURVED SURFACE RCC Item etc. complete complying with standard specifications and as directed by the Departmental Engineers.
Above Ground Level | 20 | sqm | 1,748 ₹34,960 | 1,781 ₹35,620 | 1,715 ₹34,300 |
| 6.00Providing and placing Plain Cement Concrete M15 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40mm & 20mm down graded to I.S specified grading (To achive the specified characteristic strengh of 15N/mm2 in 28 days) and mixing the ingredients in approved mixer including placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strengh specified in the approved drawing and specifications, and including the cost component of providing rigid and smooth centering and shuttering and scaffolding wherever necessary for various depth below and heights above ground level as per the direction of the engineer in charge of works and complying with technical spesifications. | ||||||
| 6.01 | Below Bed level | 755 | cum | 7,056 ₹53.3 L | 7,188 ₹54.3 L | 6,924 ₹52.3 L |
| 6.02 | Above Bed level | 740 | cum | 7,207 ₹53.3 L | 7,341 ₹54.3 L | 7,072 ₹52.3 L |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
18 Sept 2025, 11:00 amClosed
Superintending Engineer
Office of the Superintending Engineer, WRD, Middle Cauvery Basin Circle, Subramaniyapuram, Trichy-20
Construction of Regulator across Uyyakondan channel to feed High level sluices in Adavathur village in Srirangam Taluk in Trichy District.
2025_WRD_599161_1
2/2025-26/DO1/MCBC25.08.25(11)
Open Tender
Civil Works
Srirangam
Contractor Requirements
4 documents required · 4 mandatory
₹0
₹1.6 L
5 Mar 2026
1 Sept 2025
19 Sept 2025
1 Sept 2025
18 Sept 2025
1 Sept 2025
Amount
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. (Narrow excavation)
Supplying and filling in foundation with sand gravel mix in the ratio of 30:70 in layers of not more than 15cm thick, well rammed, watered and consolidated etc., complete complying with standard specification.
Providing and placing Plain cement concrete M10 grade using crushed broken hard granite course aggregate (well Graded) of Nominal maximum size of 40mm to Ls specified grading (to achieve the specified characteristicik strength of 10N /mm2 in 28 days) and mixing the ingredients in approved mixer including dewatering of the placement site by baling (pumping and dewatering wherever necess eng placing in layers and vibrating water curing finishing hte surface with all leades and lifts etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
Supplying and erection of steel centering for sides and soffits with strutting up to 3m height 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.
Without Strutting - Below ground Level
With Strutting Above Ground Level
Supplying and erecting centering for sides, soffits including supports and strutting upto 3.00m height for plane surface (such as Sinking WELL Surface, Gauge well Surfaces, Curved lintel, etc.),using mild steel sheets of size 90 x 60cm and BG10 stiffened with welded MS angles of size 25 x 25 x 3mm for boarding layed over country wood joists of size 10 x 6.5cm spaced at about 90cm c/c and supported by causurina props of size 10 to 13cm dia spaced at 75cm c/c etc., complete as directed by the departmental officers. Centering for CURVED SURFACE RCC Item etc. complete complying with standard specifications and as directed by the Departmental Engineers. Above Ground Level
Providing and placing Plain Cement Concrete M15 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40mm & 20mm down graded to I.S specified grading (To achive the specified characteristic strengh of 15N/mm2 in 28 days) and mixing the ingredients in approved mixer including placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strengh specified in the approved drawing and specifications, and including the cost component of providing rigid and smooth centering and shuttering and scaffolding wherever necessary for various depth below and heights above ground level as per the direction of the engineer in charge of works and complying with technical spesifications.
Below Bed level
Above Bed level
Providing and laying in position, standardised concrete Mix M-20 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/ms and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, reta?d setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu'm') 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).
Providing and laying in position, standardised concrete Mix M-25 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglms and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 k9. of 20mm machine crushed stone jelly and with about (3'3 cu'm') 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu'm') 7670 kg' of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).
Supplying fabricating and placing in position of Mild Steel (MS) or Ribbed Tor Steel (RTS) of grills for all R C C works including cost of steel, binding wire and labour charges for decoiling cutting, bending and tying the grills etc. complete complying with standard specifications and as directed by the Departmental Engineers.
Supplying and filling in position of 20 cm thick Filling m.sand for longitudinal and transverse filter etc. complete complying with standard specifications and as directed by the Departmental Engineers.
Supplying and filling in position of 40cm thick metal using 20mm,40mm and 63 mm Hard Blue Granite jelly for longitudinal and transverse filter etc. complete complying with standard specifications and as directed by the Departmental Engineers.
Providing bed protection work U/s and D/s of Regulator using loose boulders of size not more than 300mm and weight more than 40kg including conveyance, cost of materials and spreading charges etc., complete complying with standard specification as directed by the departmental officers.
Dewaterning using 40 HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil,pump operrator,labour charges,conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete complying with standard specifications and as directed by the Departmental Engineers.
Supplying and fixing in position of seepage pipes of 75 mm dia PVC pipe having working pressure of 6kg/cm2 required lenghts with required fillter media (excluding the cost of fillted media) for abutment and wings including cost and conveyance of all materials to work site and labour charges for fixing etc. complete complying with standard specifications and as directed by the Departmental Engineers.
Supplying and filling up the empty cement gunny bags with m.sand, stitching them, conveying the same to site and stacking as directed within a lead of 10m including the cost of jute., thread, needles, cost of sand EC bags etc. complete complying with standard specifications and as directed by the Departmental Engineers.
Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning, Compacting with power roller etc., complete including coveyance through lorries with a lead of 10km including loading and unloading etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
Earth work excavation deploying earth moving machinery for desilting channel having a width more than 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc complete as directed by departmental officers
Fabricating, Supplying and erection of Screw gearing steel shutters of size above 2.00 m and upto 3.00m width consist of skin plate made out of 10mm thick mild steel plate and horizontally stiffened with 150x75mm ISMB 150 at an interval not more than 0.50m and vertical stiffeners made out of 100x50mm mild steel channel ISMC at an interval not more than 0.60m and provided with 10mm thick mild steel gusset plateof 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 equipments Erecting the new shutter and the shuttering arrangements in the vent in proper position by using necessary hoisting equipments. 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 equipments 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.
Fabricating, supplying and fixing of Shutter Groove Angle made up of 100x100x10mm Mild Steel angle for required height including welding hold fast of size 40x40x6mm Mild steel angle 3 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 80mm 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.
Fabricating, Supplying and fixing of Top Beam made up of 200x100mm (ISMB 200) 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 16mm mild steel plate of size 0.20x 0.30m 2 Nos 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.
Providing new 3T capacity worm gear box assembly consist of cast iron top and bottom plates, worm nut made up of pig iron, worm shaft made up of EN8 steel rod and two numbers of thrust bearings. The top and bottom plates machined to suit the worm nut and shaft. The worm nut threaded inside to suit the 63mm dia screw rod and the outer side formed with helical teeth cutting to suit the worm shaft. The worm shaft machined to the required shape and size and provided with helical teeth to suit with the worm nut.The assembly fixed with two numbers of thrust bearing one on top and another on bottom of the worm nut and fastened with required bolt and nuts. The operating key made with 80mm square rod shaping with wire cutting machine and welded with operating handle made up of 32mm dia steel rod for required length. The gear box is to be rest on the top of MS stand made up of 75x75x8mm MS angle and the top covered with 16mm thick MS plate and the stand fixed on the 150x75mm MS channel fixed over top of the beams in platform. The gear box align with the screw rod and fixed with required bolts nuts etc., complete and as directed by the departmental officers. Painting the hoisting arrangements with two coat of aluminium oxide paint over two coat of zinc rich primer The rate including cost of worm gear, cost of all materials required, labour charges, process charges like gas cutting, welding, machining, milling, labour charges for dismantling, loading, lifting, unloading, transport, erection, charges for equipment’s like derrick, chain pulley block, conveyance charges of to and fro of equipment’s and labours to the site including cost of trial operation of the Shutter, inclusive of all taxes, etc., complete and as directed by the departmental officers and warranty for 5years etc.., complete complying with standard specification and as directed by the departmental officers.
GST at 18%
PANDIYAN K (BID ID -1458755)
SIVAM ASSOCIATES (BID ID -1459051)
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