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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC NO 354 16 JAI NAGAR 5TH STREET BOYAR COLONY NALLUR POST TIRUPPUR TALUK DISTRICT 641 606 | TIRUPPUR | TAMIL NADU | 641606 | ₹4.1 Cr Quoted ₹4.4 Cr | L1 | Accepted-AOC Contract awarded to the lowest bidder M/S.SRV and Co, Tiruppur |
| 2 | L2₹4.4 Cr+₹7.5 L (1.72%)Rejected-AOC | ₹4.4 Cr+₹7.5 L (1.72%) | L2 | Rejected-AOC L2 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per TAC 85th MOM, dated.17.10.2025 (Agenda item No. 3-PQ) |
| Sl No | Description | Qty | Unit | S.R.V and Co L1 | CHITRAHEM CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with initial lead of 10 m and initial lift of 2m in slush and silt under water upto 0.75 m depth requiring the aid of basket and vessels etc., complete complying with standard specification and as directed by the departmental officers. | 4,000 | Cubic Metre | 334 ₹13,36,000 Lowest | 340 ₹13,60,000 |
| 2.00 | Earth work exacavation deploying earth moving machinery for desilting channel having a width of more than 10 m and forming bund on either side and depositing the earth on banks including jungle clearance etc.,complete complying with standard specification and as directed by the departmental officers. | 5,000 | Cubic Metre | 55.7 ₹2,78,500 Lowest | 56 ₹2,80,000 |
| 3.00 | Extra additional 10 m lead or part there of over the initial lead | 22,100 | Cubic Metre | 16.5 ₹3,64,650 Lowest | 17 ₹3,75,700 |
| 4.00 | Earth work excavation for foundation and depositing on bank with an initial lead of 10 m and initial lift of 2 m 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 red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, soft disintegrated rock, laterite, soft rock or kankar not requiring blasting complete complying with standard specifications and as directed by the departmental officers. (Narrow Excavation) | 113 | Cubic Metre | 348 ₹39,324 Lowest | 355 ₹40,115 |
| 5.00 | Earth work excavation for foundation and depositing on bank with an initial lead of 10 m and initial lift of 2 m 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 red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, soft disintegrated rock, laterite, soft rock or kankar not requiring blasting complete complying with standard specifications and as directed by the departmental officers. (Open Excavation) | 1,450 | Cubic Metre | 203 ₹2,94,350 Lowest | 206 ₹2,98,700 |
| 6.00 | 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 etc.,complete complying with standard specifications and as directed by the departmental officers. | 462 | Cubic Metre | 8,383 ₹38,72,946 Lowest | 8,500 ₹39,27,000 |
| 7.00 | 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 by casurina props of 10 cm to 13cm dia spaced at 75 cm c/c 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 converyance 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. | 648 | Square Metre | 1,401 ₹9,07,848 Lowest | 1,420 ₹9,20,160 |
| 8.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 m 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 (25 x 25 x 3) mm laid over silver oak joists of size 10x6.5cm spaced about 90 cm 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 converyance 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 | 1,901 | Square Metre | 1,692 ₹32,16,492 Lowest | 1,720 ₹32,69,720 |
| 9.00Providing and Laying in position of Plain Cement concrete of M 15 grade (Design mix) with well graded aggregates and the maximum nominal size of HBGS jelly of 40 mm and down graded to confirming to IS specified grading and mixing by mixer machine (to produce concrete of the specified characteristic strength of 15 N/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 complying with standard specification and as directed by the departmental officers. | |||||
| 9.10 | Below Ground level | 1,578 | Cubic Metre | 9,001 ₹1,42,03,578 Lowest | 9,165 ₹1,44,62,370 |
Tender Value
₹4.2 Cr
EMD Value
₹2.2 L
Closing Date
22 Sept 2025, 3:00 pmClosed
SE, BBC,Erode
Office of the Superintending Engineer, WRD, Bhavani Basin Circle, Erode -11
Rehabilitation of Kodapamund Channel from LS.1500 to 3060 m in Udhagamandalam Taluk of Nilgiris District.
2025_WRD_599679_1
NIT.No.7 /2025-26/ BBC/ Erode/Dt.26.08.2025
Open Tender
Civil Works
Lump-sum
365 days
Udhagamandalam Taluk
Refer tender documents
9 documents required · 9 mandatory
₹0
₹2.2 L
27 Nov 2025
2 Sept 2025
23 Sept 2025
2 Sept 2025
22 Sept 2025
2 Sept 2025
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