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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical Sl. No. 3 Not Enclosed |
Tender Value
₹16.6 L
EMD Value
₹16,600
Closing Date
28 Jun 2024, 3:00 pmClosed
Executive Officer
Executive Officer
15th Finance Grant 2023-2024 (Untied Grant II Installment) Providing interlock and paver block road at Manjalamoodu to Nettayamcode road in Edaicode Town Panchayat
2024_DTP_455767_1
30-2024
Open Tender
Civil Works
Lump-sum
180 days
EdaicodeTP
-
3 documents required · 3 mandatory
₹0
₹16,600
9 May 2025
20 Jun 2024
28 Jun 2024
20 Jun 2024
28 Jun 2024
20 Jun 2024
20 Jun 2024 - 28 Jun 2024
Amount
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 complete complying with SS20B. TNDSS No:23&24
Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Cement concrete of mix 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using 20 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification.
Supply of interlocking paver block M40 grade bounding and laying of 80 mm thick high strength type confirming IS 15658-2006 of interlocking paver block in regained size of minimum compressing strength type confirming IS 15658-2006 of interlocking paver block in regaining size of minimum compressive strength of 40N/mm² in uniform shape of approved non sticking make to be end in flushing bone pattern with approved non sticking surface in the top and the rate including gravelling the based preparation of subbase with and cushion 100 mm thick laying out the pavement and the pieces in fit edge.
Collection, filling with conveyed gravel in layer of not more than 15 cm thick an average lead of 5km, including watering with all layers and consolidation complying with standard specification including cost and conveyance of sand at site and all labour charges and all other incidental charges etc., complete as per Standard Specification. TNDSS No:301&305
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