Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.1 LAccepted-AOC | L1 | Accepted-AOC Low Rate | |
| 2 | L2₹59.1 L+₹1.0 L (1.74%)Rejected-Finance | L2 | Rejected-Finance Above Rate |
| Sl No | Description | Qty | Unit | D. TAMILRAJAN L1 | M/s PRS Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 B TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 157.5 | M3 | 164.5 ₹25,908.75 Lowest | 170 ₹26,775 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 79 | M3 | 5,472 ₹4,32,288 Lowest | 5,500 ₹4,34,500 |
| 3.00 | Supplying and erecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. for Drain wall centering complete complying with standard specification. TNDSS NO: 30&86 | 1,278.5 | M2 | 489 ₹6,25,186.5 Lowest | 510 ₹6,52,035 |
| 4.00 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (M- Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 175.5 | M3 | 6,255.5 ₹10,97,840.25 Lowest | 6,300 ₹11,05,650 |
| 5.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 301.5 | M2 | 164.8 ₹49,687.2 Lowest | 168 ₹50,652 |
| 6.00 | Reinforced Cement concrete 1:1 1/2 :3 (one part of cement one and half part of sand and three part of aggregate )using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications.. TNDSS NO: 30 V, VI (S3), VII-3. | 11.5 | M3 | 9,183.8 ₹1,05,613.7 Lowest | 9,200 ₹1,05,800 |
| 7.00 | Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3 | 1,270 | Kg | 91.8 ₹1,16,586 Lowest | 100 ₹1,27,000 |
| 8.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 255.5 | M3 | 1,807.7 ₹4,61,867.35 Lowest | 1,825 ₹4,66,287.5 |
| 9.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 255.5 | M3 | 2,067.1 ₹5,28,144.05 Lowest | 2,100 ₹5,36,550 |
| 10.00 | Providing and laying Prime Coat over WMM surface using 7 Kg of Bitumen Emulsion (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 | 2,547 | M2 | 76 ₹1,93,572 Lowest | 80 ₹2,03,760 |
Tender Value
Refer Docs
EMD Value
₹70,000
Closing Date
19 Sept 2025, 3:00 pmClosed
E O
Melachokkanathapuram Town Panchayat
Formation of BT Road with Drainage at Ward 13 Arignar Anna Street II Extension Street II Cross Streets Street III
2025_DTP_604303_1
59/2018
Open Tender
Civil Works
Works
180 days
Melachokkanathapuram Town Panchayat
As Per Tender Notice
3 documents required · 3 mandatory
₹0
₹70,000
Yes
Melachokkanathapuram Town Panchayat
10 Nov 2025
15 Sept 2025
19 Sept 2025
15 Sept 2025
19 Sept 2025
15 Sept 2025
15 Sept 2025 - 19 Sept 2025
15 Sept 2025
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .