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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.9 LAccepted-AOC | 1 | Accepted-AOC OK | |
| 2 | Rejected-Technical | - | Rejected-Technical Not OK |
| Sl No | Description | Qty | Unit | CREATIVE BUILDERS AND DECORS L1 |
|---|---|---|---|---|
| 1.00 | Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10 | 35 | M3 (One Meter Cube) | 256.5 ₹8,977.5 Lowest |
| 2.00 | Collection supply and filling of Stone Dust filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete. | 11.5 | M3 (One Meter Cube) | 349.5 ₹4,019.25 Lowest |
| 3.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 7 | M3 (One Meter Cube) | 5,505 ₹38,535 Lowest |
| 4.00Supplying and errecting centering for Sides and Soffits including necessary supports and strutting upto3.29mt height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90mm x60mm and 10BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia supported at not more than 75cm centre to centre etc complete Complying with standard Specification without Strutting.( TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII | ||||
| 4.01 | Column | 27.23 | M2 (One Square Meter) | 1,246.7 ₹33,947.64 Lowest |
| 4.02 | Grade Beam | 18.5 | M2 (One Square Meter) | 937.6 ₹17,345.6 Lowest |
| 4.03 | Floor slab and lintel | 55 | M2 (One Square Meter) | 1,082.5 ₹59,537.5 Lowest |
| 5.00Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also 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, etc.,complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | ||||
| 5.01 | Below G.L.& Upto basement | 6.3 | M3 (One Meter Cube) | 8,210.4 ₹51,725.52 Lowest |
| 5.02 | Ground Floor | 6.3 | M3 (One Meter Cube) | 8,351.5 ₹52,614.45 Lowest |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
12 Feb 2026, 3:00 pmClosed
Executive Officer, Panapakkam Town Panchayat
Panapakkam
Construction of Toilet at Panapakkam Boys GHSS in Panapakkam Town Panchayat
2026_DTP_652169_1
179/2025/Ranipet DT Panapakkam TP CSR Fund 2025-2026 (School Toilet)
Open Tender
Civil Works - Buildings
Works
120 days
Executive Officer, Panapakkam Town Panchayat
Class IV
2 documents required · 2 mandatory
₹0
₹12,000
Yes
25 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
12 Feb 2026
6 Feb 2026
6 Feb 2026 - 12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10 | 35 | M3 (One Meter Cube) | - | - |
| 2 | Collection supply and filling of Stone Dust filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete. | 11.5 | M3 (One Meter Cube) | - | - |
| 3 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 7 | M3 (One Meter Cube) | - | - |
| 4Supplying and errecting centering for Sides and Soffits including necessary supports and strutting upto3.29mt height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90mm x60mm and 10BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia supported at not more than 75cm centre to centre etc complete Complying with standard Specification without Strutting.( TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII | |||||
| 4.01 | Column | 27.23 | M2 (One Square Meter) | - | - |
| 4.02 | Grade Beam | 18.5 | M2 (One Square Meter) | - | - |
| 4.03 | Floor slab and lintel | 55 | M2 (One Square Meter) | - | - |
| 5Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without inspiring strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also 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, etc.,complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). | |||||
| 5.01 | Below G.L.& Upto basement | 6.3 | M3 (One Meter Cube) | - | - |
| 5.02 | Ground Floor | 6.3 | M3 (One Meter Cube) | - | - |
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