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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₹49.4 LAccepted-AOC 11 164 ABBS BHAVAN VADAKKUVILAI KUTTAIKADU KATTATHURAI POST KANYAKUMARI 629 158 | KANYAKUMARI | KANYAKUMARI | TAMIL NADU | 629158 | 1 | Accepted-AOC Work Order Issued | |
| 2 | Rejected-Technical 11 125 JOSEPH PRABHU ILLAM POOVANPATTUVILAI KANYAKUMARI | POOVANPATTUVILAI | KANYAKUMARI | TAMIL NADU | - | Rejected-Technical Technical Bid Not Eligible |
| Sl No | Description | Qty | Unit | ABBS INFRASTRUCTURE PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 29 | 1m3 | 300 ₹8,700 Lowest |
| 2.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). For Foundation II depth of 2 - 3 M | 54 | 1m3 | 350 ₹18,900 Lowest |
| 3.00 | Earthwork excavation for foundation in all soils and sub soils in hard rock measured in solid by removing Hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). For Foundation I depth of 2 - 3 M | 41 | 1m3 | 550 ₹22,550 Lowest |
| 4.00 | 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). | 9 | 1m3 | 5,300 ₹47,700 Lowest |
| 5.00 | Providing and laying in position Standardised Concrete Mix M-25 Grade in accomadation with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items. i) Upto 1.5m below GL FOR COLUMNS & BRACES BELOW GL | 20 | 1m3 | 8,500 ₹1,70,000 Lowest |
| 6.00 | ii) 0m to 4.50m above GL FOR COLUMNS & BRACES | 10 | 1m3 | 8,500 ₹85,000 Lowest |
| 7.00 | iii) 4.5m to 7.32m above GL FOR COLUMNS | 4 | 1m3 | 8,800 ₹35,200 Lowest |
| 8.00 | iv) 7.32m to 10.98m above GL FOR COLUMNS BRACES | 17 | 1m3 | 9,100 ₹1,54,700 Lowest |
| 9.00 | v) 10.98m to 14.64m above GL FOR COLUMNS | 1 | 1m3 | 10,000 ₹10,000 Lowest |
| 10.00 | vi) 14.64m to 18.30m above GL FOR COLUMNS FLOOR BEAMS & SLAB, SIDE WALL, COLUMNS ETC. | 31 | 1m3 | 10,100 ₹3,13,100 Lowest |
Tender Value
₹60 L
EMD Value
₹60,000
Closing Date
20 Jun 2025, 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
Special Grade Town Panchayat, Vadakku Valliyur
Construction of 2.00 lakh Litre Capacity OHT at near Periyakulam in Vadakku Valliyur Town Panchayat.
2025_DTP_566428_1
170/2025/A1
Open Tender
Construction Works
Works
Vadakku Valliyur Town Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹60,000
3 Nov 2025
9 Jun 2025
20 Jun 2025
9 Jun 2025
20 Jun 2025
9 Jun 2025
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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