Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 LAccepted-AOC | 1 | Accepted-AOC ok | |
| 2 | 2₹4.1 L+₹996 (0.24%)Rejected-Finance | 2 | Rejected-Finance ok |
| Sl No | Description | Qty | Unit | Balasubramanian S L1 | SADAYAL MUNIYANDI L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering, ramming, depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 8 | M3 | 196 ₹1,568 Lowest | 197 ₹1,576 |
| 2.00 | Plain cement concrete Using 1:4:8 mix (One part of cement, four part of M-Sand and Eight part of aggregates) using 40mm ISS HBG metal inculding cost and conveyance of all materials to work site and all labour charges for mixing , laying, consolidating and curing etc complete as per the standard specifications.TNDSS NO:28 V,VI(S2)V,VI(S5A) VII | 4 | M3 | 5,396 ₹21,584 Lowest | 5,397 ₹21,588 |
| 3.00 | Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. | 104 | M2 | 710 ₹73,840 Lowest | 710 ₹73,840 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four 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 | 12 | M3 | 6,780 ₹81,360 Lowest | 6,785 ₹81,420 |
| 5.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 6 | Sq.m | 165 ₹990 Lowest | 169 ₹1,014 |
| 6.00 | Providing and Laying Rubberised Interlocking Paver Block M40 Grade of 83MM Tk high strength type confirming ISI 15658 - 2006 of Rubberised Interlocking Paver Block in required size minimum compressive strength of 40N/MM2 in uniform shap of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including levelling the base preparation of sub base with Stone dust cushion 85mm Thick laying out the pavement cut the pieces to fit edge. Vibrating the pavers, sweeping, Transporting loading, un loading as per standard specification, complete. | 150 | Sq.m | 1,520 ₹2,28,000 Lowest | 1,526 ₹2,28,900 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
21 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Officer
Seithur Town Panchayat
Providing interlock Paver block road with Drainage at Ward 13, Muhavur Rastha, North street in Seithur Town Panchayat.
2026_DTP_641604_1
510/2025 MPLADS-2025-2026
Open Tender
Civil Works - Roads
Works
90 days
Seithur
Class II
2 documents required · 2 mandatory
₹0
₹5,000
Yes
21 Feb 2026
10 Jan 2026
21 Jan 2026
10 Jan 2026
21 Jan 2026
10 Jan 2026
Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering, ramming, depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Plain cement concrete Using 1:4:8 mix (One part of cement, four part of M-Sand and Eight part of aggregates) using 40mm ISS HBG metal inculding cost and conveyance of all materials to work site and all labour charges for mixing , laying, consolidating and curing etc complete as per the standard specifications.TNDSS NO:28 V,VI(S2)V,VI(S5A) VII
Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers.
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four 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
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
Providing and Laying Rubberised Interlocking Paver Block M40 Grade of 83MM Tk high strength type confirming ISI 15658 - 2006 of Rubberised Interlocking Paver Block in required size minimum compressive strength of 40N/MM2 in uniform shap of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including levelling the base preparation of sub base with Stone dust cushion 85mm Thick laying out the pavement cut the pieces to fit edge. Vibrating the pavers, sweeping, Transporting loading, un loading as per standard specification, complete.
stage.html
html • 0.04 MB
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
Tendernotice_1.pdf
PDF • 0.29 MB
BOQ_768475.xls
BOQ • 0.29 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 .