Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | ₹9.8 L | L1 | Accepted-AOC Work order issued |
| 2 | L2₹11.1 LRejected-Finance | ₹11.1 L | L2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | S RAJA KUMAR L2 | K.BEN RAJA SINGH - WORKS CONTRACTOR 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(TNDSS No.23,24 ). | 208 | m³ | 183.97 ₹38,265.76 | 140 ₹29,120 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate Crushed Stone Sand 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(TNDSS No.28). | 35 | m³ | 4,951.92 ₹1.7 L | 4,500 ₹1.6 L |
| 3.00 | Supplying and erecting centering for sides and soffits includingfor plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNDSS No.30 &86
A) WITH OUT STRUTTING ( PCC Work) | 593 | m² | 311.39 ₹1.8 L | 300 ₹1.8 L |
| 4.00 | Plain Cement Concrete 1:3:6 mix (One part of Cement, Three part of Fine Aggregate and Six part of Coarse Aggregate) Using 20mm 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) | 104 | m3 | 5,272.11 ₹5.5 L | 4,700 ₹4.9 L |
| 5.00 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 618 | m² | 271.24 ₹1.7 L | 210 ₹1.3 L |
Tender Value
₹16 L
EMD Value
₹16,000
Closing Date
30 Sept 2025, 3:00 pmClosed
Executive Officer
Kadayal Town Panchayat Office, Kadayal, Kaliyal Post
Construction of drainage at Kaliyal Ration shop in Kadayal Town Panchayat, Kanyakumari District 15th Finance tied Grant 2025-26 2nd Installment
2025_DTP_607054_1
716/2024/A1
Open Tender
Civil Works
180 days
Kadayal Town Panchayat
Class V
2 documents required · 2 mandatory
₹0
₹16,000
Kadayal Town Panchayat Office
8 May 2026
20 Sept 2025
30 Sept 2025
20 Sept 2025
30 Sept 2025
20 Sept 2025
20 Sept 2025 - 30 Sept 2025
25 Sept 2025
Amount
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(TNDSS No.23,24 ).
Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate Crushed Stone Sand 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(TNDSS No.28).
Supplying and erecting centering for sides and soffits includingfor plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNDSS No.30 &86 A) WITH OUT STRUTTING ( PCC Work)
Plain Cement Concrete 1:3:6 mix (One part of Cement, Three part of Fine Aggregate and Six part of Coarse Aggregate) Using 20mm 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)
Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications
S RAJA KUMAR (BID ID -1476494)
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 • 0.06 MB
Tendernotice_1.pdf
PDF • 2.54 MB
BOQ_725561.xls
BOQ • 0.29 MB
BidDrainageKaliyalRation.pdf
Tender Documents • 0.22 MB
Download all tender documents and submit your bid