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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹90.0 L
EMD Value
₹55,500
Closing Date
18 Nov 2026, 1:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Thakkar Arulmigu Agobilarayaperumal Thirukoil
Executive Office Arulmigu Meenakshi Sundareshwar Thirukoil Aundipatti Town Taluk Theni District
Construction of Side Retaining Wall With Cut Stone Steps Renovation to the Existing Temple Tank in Arulmigu Agobilaraya perumal Thirukovil at Theppampatti, Aundipatti Taluk Theni District
2026_HRCE_720659_1
02/2026
Open Tender
Civil Works - Others
Lump-sum
Theppampatti, Aundipatti Taluk
Please Refer Tender Documents
5 documents required · 5 mandatory
₹0
₹55,500
Yes
2 Nov 2026
2 Nov 2026
18 Nov 2026
2 Nov 2026
18 Nov 2026
2 Nov 2026
2 Nov 2026 - 17 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour charges for Removing the cut stone masonry works including all labour charges, Numbering and hire for all tools and plants , scaffolding charges handling charges hoisting etc.,complete in respects complying with relevant Standard Specification. | 410 | Sqm | - | - |
| 2 | Earth work open excavation 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. | 308.82 | Cum | - | - |
| 3 | Earth work excavation for foundation in all classes of soils and sub soils and todepth as may be directed except in hard rock, requiring blasting, including infinal leads and lifts and re-filling the sides of foundation, with excavated earth in 150mm layers well watered rammed and consolidated, including depositing surplus earth clearing and levelling the site, shoring shuttering baling out water wherever necessary etc., complete complying with standard specification. | 650 | Cum | - | - |
| 4 | Supplying and filling in basement and foundation with filling sand in layers not exceeding 150mm thick well watered rammed and consolidated including watering etc., complete complying with standard specification. | 255 | Cum | - | - |
| 5 | Cement concrete 1:5:10 (one cement five sand ten aggregate) using 40mm gauge hard granite broken stone jelly for foundation including cost and conveyance of all materials labour for mixing,l aying, compacting, curing, dewatering, side shuttering, wherever necessary including curing etc.,complete complying with standard specification and as directed. | 46 | Cum | - | - |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 21 | Cum | - | - |
| 7 | Random Rubble Masonry in cement mortar 1:5 [one cement and five sand] using new hard granite stones including providing new bond stones wherever necessary including simultaneous flush pointing of the exposed surface above ground level with the same mortar and all incidential charges such as scaffolding, finishing and curing as directed by the departmental officers etc., complete complying with the standard specification. | 330 | Cum | - | - |
| 8Centering for soffis of RCC slab of plane surface Iike lintel,beam etc.,including strutting 3.0m height using M.S.sheets of size 90 x 60cm and BG 10 stiffener with M.S.Angles of size 25x25x3mm laid over silver oak (CW) joists size 10cm x6.5 cm (spaced at about 90cm c/c) and supported by Casurina prop. 10cm to 13cm dia ( spaced of 75cm C/C) complying with standard specification. | |||||
| 8.01 | (a) Centring with out strutting | 83 | Sqm | - | - |
| 9Providing 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 content of 325 kg/mᶾ 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 impairing 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 sand, but excluding cost of reinforcement 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). | |||||
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