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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹48.7 L
EMD Value
₹48,700
Closing Date
17 Feb 2026, 3:00 pmClosed
Commissioner, Pallapatti Municipality
1, Santhaipettai Street, Pallapatti Municipality
Construction of Storm Water Drain and culvert inOlishanagar Main Road 186006R0177, Periyaodai street Main 186014R0213 , Priyaodai street Main 186014R0217 , and Priyaodai street Main 186025R268 at Pallapatti Municipality .
2026_MAWS_648145_1
1710/2025/E1
Open Tender
Civil Works
Works
90 days
1, Santhaipettai Street, Pallapatti Municipality
Refer Documents
3 documents required · 3 mandatory
₹0
₹48,700
Yes
1, Santhaipettai Street, Pallapatti Municipality
18 Feb 2026
28 Jan 2026
17 Feb 2026
28 Jan 2026
17 Feb 2026
28 Jan 2026
28 Jan 2026 - 17 Feb 2026
29 Jan 2026
Earth work excavation for foundation in all types of soils and sub soils with an initial lead of 10m and lift of 2m including all labour charges for excavation in loose soil and hard stiff clay mixed with boulders of foundation etc, complete with std specification
Plain Cement concrete in 1:4:8 [one cement and four sand and eight aggregate ] using 20 mm size ISS grade machine crushed chips including the cost of mixing, laying curing etc., complete complying with standard specification
Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 90Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers. - Plinth Beam
Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers -
Plain Cement Concrete 1:2:4 (one cement two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
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