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Tender Value
₹6.7 L
EMD Value
₹6,700
Closing Date
30 Jun 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
THE COMMISSIONER
246,MEENAKSHI SUNDARANAR STREET,ERODE
Construction of New Toilet block at RKV road Ward office in ward no 36
2026_MAWS_681125_1
E1-1081-2026-2-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works
60 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹6,700
16 Jun 2026
16 Jun 2026
30 Jun 2026
16 Jun 2026
30 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 1.01 | For Load bearing structures | 27 | Cum | - | - |
| 2 | Refilling with excavated sand complying with standard specification for filling in foundation and basement including labour charges as directed by Engineer in Charge | 8.5 | Cum | - | - |
| 3 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard
specification and as directed by the departmental officers. | 1 | Cum | - | - |
| 4 | 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 mechanical means | 3.5 | Cum | - | - |
| 5Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) - Centering 1 | |||||
| 5.01 | Column Footing and Grade Beam sides | 10 | Sqm | - | - |
| 5.02 | Slabs and beam | 9 | Sqm | - | - |
| 6Providing 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). | |||||
| 6.01 | Basement | 4 | Cum | - | - |
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