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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 CrAccepted-AOC | ₹9.9 Cr Quoted ₹10.2 Cr | L1 | Accepted-AOC Contract awarded to Thiru.N.Balasubramanian, Trichy District |
| 2 | L2₹10.5 Cr+₹29.9 L (2.92%)Rejected-AOC NO 9 635 PANDIAN NAGAR CHINNA ANDAAN KOVIL ROAD KARUR 639 002 | KARUR | KARUR | TAMIL NADU | 639002 | ₹10.5 Cr+₹29.9 L (2.92%) | L2 | Rejected-AOC L2 bidder |
| 3 | L3₹10.9 Cr+₹70.3 L (6.86%)Rejected-AOC | ₹10.9 Cr+₹70.3 L (6.86%) | L3 | Rejected-AOC Highest among the bidder |
| Sl No | Description | Qty | Unit | K.RAJAGOPALAN AND CO L3 | N BALASUBRAMANIAN L1 | M C SUNDARAM L2 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing the Light Jungle and destroying the same effectively etc., Complete complying with standard specification and as directed by the departmental officers | 18,099 | Square Metre | 8 ₹1,44,792 | 7 ₹1,26,693 Lowest | 7 ₹1,26,693 Lowest |
| 2.00 | Earthwork excavation for foundation and depositing on bank with an initial lead of 10m and initial llift of 2m in sand , silt or other loose soil, wet sand or silt not under water light black cotton soil , sandy loam and ordinary soil including excavated earth,hard stiff clay,stiff black cotton ,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders(SS20B),soft disintegarated rock,laterite, soft rock or kankar not requiring blasting including refilling the sides of foundation with excavated earth shoring, strutting and bailing out of water wherever necessary well rammed, consolidated and depositing the surplus earth on places shown by the officers. complete complying with standard specifications and as directed by the departmental officers (Narrow excavation) | 10,279.5 | Cubic Metre | 319 ₹32,79,160.5 | 299 ₹30,73,570.5 Lowest | 307 ₹31,55,806.5 |
| 3.00 | Providing and laying Plain Cement concrete of M10 grade (Design Mix) using 40mm HBGS jelly (well graded) confirming to IS specified grading (to produce concrete of the specified grading and characteristic strength of 10N/mm2 at 28 days) and mixing the ingredients by mixer machine including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, compacting and finishing the surface, watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification.. | 652.75 | Cubic Metre | 6,295 ₹41,09,061.25 | 5,891 ₹38,45,350.25 Lowest | 6,064 ₹39,58,276 |
| 4.00Providing and Laying in position, Plain Cement Concrete of M 15 grade (Design Mix) with well graded aggregates and the maximum nominal size of HBGS jelly of 40mm and down graded confirming to IS specified grading and mixing by mixer machine ( to produce concrete of the specified grading and characteristic strength of 15N/mm2 at 28 days) including dewatering by bailing/ pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting, and finishing the surface, watering, curing, for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. | ||||||
| 4.10 | Below ground level upto 1.50m | 2,707.4 | Cubic Metre | 6,971 ₹1,88,73,285.4 | 6,523 ₹1,76,60,370.2 Lowest | 6,715 ₹1,81,80,191 |
| 4.20 | Above ground level upto 4.50 m | 5,846 | Cubic Metre | 7,276 ₹4,25,35,496 | 6,809 ₹3,98,05,414 Lowest | 7,009 ₹4,09,74,614 |
| 5.00 | Providing steel centering for cement concrete block, column, footing, pedestal, plinthbeam, grade beam etc.,which require nominal strutting etc, using MS sheets 10 gauge thick of size 90 x 60 cm stiffened with MS angle of size 25mm x 25mm x 3 mm laid over silver oak joists of size 10 cm x 6.5 cm spaced at 90 cm c/c duly supported and removing the strutting after specified period without damaging the concrete laid complete complying with standard specification and as directed by the departmental officers.Scaffolding and centering charges for the structural components is including the cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specification and as directed by the departmental officers | 2,258 | Square Metre | 1,066 ₹24,07,028 | 998 ₹22,53,484 Lowest | 1,027 ₹23,18,966 |
| 6.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29m height for vertical/sloped surface as detailed below with all cross bracings using mild steel sheets 10 gauge thick of size 90cm x 60cm stiffened with welded mild steel angle of size (25x25x3)mm laid over silver oak joists of size 10x6.5cm spaced about 90cm c/c and supported by casurina props of 10 cm to 13cm dia spaced at 75 cm c/c and removing the centering and shuttering after specified period without damaging the concrete laid, complete complying with standard specification and as directed by the departmental officers.Scaffolding and centering charges for the structural components is including the cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specification and as directed by the departmental officers | 11,084.1 | Square Metre | 1,302 ₹1,44,31,498.2 | 1,218 ₹1,35,00,433.8 Lowest | 1,254 ₹1,38,99,461.4 |
| 7.00 | Supplying and fabrication of steel required for all RCC works involved in the schedule including cost of steel ,cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and placing reinforcement in position as specified in the drawing including cost of binding wire provision for space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by the departmental officers | 129.25 | Quintal | 10,013 ₹12,94,180.25 | 9,370 ₹12,11,072.5 Lowest | 9,645 ₹12,46,616.25 |
| 8.00 | Providing Filter media arrangements to the pressure relief holes in the rear side of return wall,wing wall,abutment and retaining wall for a size of 45cmx45cmx60cm and filling with 20mm metal of 30cm thick in Ist layer and 40mm metal of 30cm thick in IInd layer, the rate is including cost of metals etc complete complying with standard specification and as directed by the departmental officers | 650 | Number | 235 ₹1,52,750 | 220 ₹1,43,000 Lowest | 226 ₹1,46,900 |
Tender Value
₹10.0 Cr
EMD Value
₹5.1 L
Closing Date
16 Sept 2025, 3:00 pmClosed
SE, BBC,Erode
Office of the Superintending Engineer, WRD, Bhavani Basin Circle, Erode-11.
Rehabilitation of flood affected and most damaged reaches of Irrigation supply Channel (4 Numbers) in Kallar and Coonoor river system in Mettupalayam Taluk of Coimbatore District
2025_WRD_598548_1
NIT No.6 /2025-26/ BBC/ Erode/Dt.25.08.2025
Open Tender
Civil Works
Lump-sum
540 days
Mettupalayam Taluk
Refer Tender Documents
9 documents required · 9 mandatory
₹0
₹5.1 L
2 Dec 2025
1 Sept 2025
17 Sept 2025
1 Sept 2025
16 Sept 2025
1 Sept 2025
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