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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₹4.5 LAccepted-AOC PUDUKKOTTAI | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.6 L+₹10,432 (2.31%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.1 L+₹59,640.93 (13.2%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹5.3 L+₹80,072.50 (17.7%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | M BALASUBRAMANIAN L4 | NEW SUN ASSOCIATES L1 | M SANTHI L2 | S GUNASEKARAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete SS.20.B | 97.5 | M3 | 200 ₹19,500 | 189 ₹18,427.5 | 190 ₹18,525 | 184.5 ₹17,988.75 Lowest |
| 2.00 | Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication. | 14 | M3 | 5,500 ₹77,000 | 5,000 ₹70,000 Lowest | 5,100 ₹71,400 | 5,116.8 ₹71,635.2 |
| 3.00 | Centering for soffits of Side Wall plane surface ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed | 278.5 | m2 | 530 ₹1,47,605 | 386 ₹1,07,501 Lowest | 403 ₹1,12,235.5 | 494 ₹1,37,579 |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 42 | M3 | 6,600 ₹2,77,200 | 5,900 ₹2,47,800 Lowest | 6,000 ₹2,52,000 | 6,566.8 ₹2,75,805.6 |
| 5.00 | Granolithic Flooring 0.25cum thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 52 | M2 | 200 ₹10,400 | 152 ₹7,904 Lowest | 152 ₹7,904 Lowest | 158.94 ₹8,264.88 |
Tender Value
Refer Docs
EMD Value
₹12,300
Closing Date
29 Sept 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,ANNAVASAL TOWN PANCHAYAT
EXECUTIVE OFFICER,ANNAVASAL TOWN PANCHAYAT
Construction of Strom Water drainage at Ward NO 12 Manippillai Street in Annavasal Town Panchayat,Pudukkottai District.
2025_DTP_605810_2
166/a1/202512092025
Open Tender
Civil Works
Works
EXECUTIVE OFFICER, ANNAVASAL TOWN PANCHAYAT
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹12,300
8 Oct 2025
18 Sept 2025
29 Sept 2025
18 Sept 2025
29 Sept 2025
18 Sept 2025
Amount
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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete SS.20.B
Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication.
Centering for soffits of Side Wall plane surface ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed
Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Granolithic Flooring 0.25cum thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
M SANTHI (BID ID -1474401)
S GUNASEKARAN (BID ID -1474290)
M BALASUBRAMANIAN (BID ID -1474278)
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