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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC Contract awarded to the lowest bidder M/S.M-Arc Constructions, Krishnagiri District |
| 2 | L2₹1.7 Cr+₹8.6 L (5.30%)Rejected-AOC PAZHAIYAPAYANAPALLI BELLARAMPALLI KRP DAM POST KRISHNAGIRI 635101 | KRISHNAGIRI | KRISHNAGIRI | TAMIL NADU | 635101 | ₹1.7 Cr+₹8.6 L (5.30%) | L2 | Rejected-AOC L2 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Evaluation Rejected |
| Sl No | Description | Qty | Unit | M_Arc Contructions L1 | AMMAN ENGINEERING CONSTRUCTIONS L2 | THIRU.C.LAKSHMANAN L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing light jungle and destroying the same effectively complete complying and as directed by the departmental officers. | 7,500 | Square Metre | 7.17 ₹53,775 Lowest | 7.37 ₹55,275 | 8 ₹60,000 |
| 2.00 | Dismantling stone masonry including clearing away and carefully stacking the material for reuse for any thickness of wall etc.,complete complying with standard specification and as directed by the departmental officers. | 22 | Cubic Metre | 315.08 ₹6,931.76 Lowest | 324.17 ₹7,131.74 | 330 ₹7,260 |
| 3.00Earth work excavation and depositing on bank with 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 (SS20B) 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 complete complying with standard specifications and as directed by the departmental officers (Open Excavation) | ||||||
| 3.10 | Open excavation | 785.95 | Cubic Metre | 144.36 ₹1,13,459.74 Lowest | 148.53 ₹1,16,737.15 | 150 ₹1,17,892.5 |
| 3.20 | Open excavation(Upto DBL+Below DBL) | 400.01 | Cubic Metre | 304.46 ₹1,21,787.04 Lowest | 313.24 ₹1,25,299.13 | 315 ₹1,26,003.15 |
| 4.00 | 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. | 66 | Cubic Metre | 6,110.31 ₹4,03,280.46 Lowest | 6,286.57 ₹4,14,913.62 | 6,400 ₹4,22,400 |
| 5.00 | Providing 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. complete complying with standard specifications and as directed by the departmental officers. | 1,239 | Cubic Metre | 6,754.75 ₹83,69,135.25 Lowest | 6,949.6 ₹86,10,554.4 | 7,100 ₹87,96,900 |
| 6.00 | Providing and laying in position,plain cement concrete of M15 grade (Design Mix) with well graded aggregates and the maximum nominal size of HBGS jelly of 20mm and 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.complete complying with standard specifications and as directed by the departmental officers. | 93 | Cubic Metre | 7,138.87 ₹6,63,914.91 Lowest | 7,344.8 ₹6,83,066.4 | 7,500 ₹6,97,500 |
| 7.00 | Providing and laying in position, standardised Reinforced Cement Concrete Mix M-20 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 content of 325 kg/m3 and maximum water cement ratio of 0.55, 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 (5.00 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.30 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cum) 7670 kg. of M.Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, 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). | 129.5 | Cubic Metre | 9,095.42 ₹11,77,856.89 Lowest | 9,357.79 ₹12,11,833.81 | 9,600 ₹12,43,200 |
| 8.00Supplying 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 inluding 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 | ||||||
Tender Value
₹1.6 Cr
EMD Value
₹90,000
Closing Date
9 Sept 2025, 3:00 pmClosed
SE, BBC,Erode
Office of the Superintending Engineer, WRD, Bhavani Basin Circle, Erode-11
Rehabilitation of Check Dam across Kumittipathy river in SF.No.710 Pitchanur Village in Madukkarai Taluk of Coimbatore District
2025_WRD_596267_1
NIT No.4 /2025-26/ BBC/ Erode/Dt.18.08.2025
Open Tender
Civil Works
Lump-sum
270 days
Madukkarai Taluk
Refer Tender Documents
2 documents required · 2 mandatory
₹0
₹90,000
31 Oct 2025
22 Aug 2025
10 Sept 2025
22 Aug 2025
9 Sept 2025
22 Aug 2025
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