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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 | L1₹5.9 CrAccepted-AOC NAGAPATTINAM | NAGAPATTINAM | NAGAPATTINAM | TAMIL NADU | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹6.3 Cr+₹43.7 L (7.43%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹7.6 Cr
EMD Value
₹7.6 L
Closing Date
17 Feb 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
THE EXECUTIVE OFFICER
THE EXECUTIVE OFFICER, VARADARAJANPETTAI TOWN PANCHAYAT, ARIYALUR DISTRICT.
CONSTRUCTION OF 1.00 MLD STP WITH 10 KLD FSTP IN VARADARAJANPETTAI TOWN PANCHAYAT ARIYALUR DISTRICT
2025_DTP_523910_1
353/2022
Open Tender
Civil Works
Works
545 days
VARADARAJANPETTAI TOWN PANCHAYAT, ARIYALUR DISTRIC
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹7.6 L
Yes
VARADARAJANPETTAI TOWN PANCHAYAT, ARIYALUR DISTRIC
5 Apr 2025
8 Feb 2025
17 Feb 2025
8 Feb 2025
17 Feb 2025
8 Feb 2025
10 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete | 4,282 | M3 | - | - |
| 2 | Earthwork excavation and refilling for pipeline works having bed width of 1.25m and below on linear measurement basis. (TWAD SOR 23-24 Pg.no . 308) | 4,000 | Rmt | - | - |
| 3 | 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. | 2,600 | M3 | - | - |
| 4 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 2,509 | M3 | - | - |
| 5 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc. complete complying with standard specification As per PWD SOR 2023-24 Pg no 23 | 1,076 | M3 | - | - |
| 6 | Supplying and filling in foundation and basement with Crushed Stone Sand (Stone dust) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 35 | M3 | - | - |
| 7 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 4 | M3 | - | - |
| 8Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. | |||||
| 8.01 | Passing through 50 mm & Retained on 40 mm sieve | 77 | M3 | - | - |
| 8.02 | Passing through 20 mm & Retained on 16 mm sieve | 409 | M3 | - | - |
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