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Tender Value
₹48 L
EMD Value
₹48,000
Closing Date
7 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
EXECUTIVE OFFICER
CHINNALAPATTI TOWN PANCHAYAT
SWM SCHEME 2025-26 PROVIDING RESOURCE RECOVERY CENTRE AT RR PARK IN CHINNALAPATTY TOWN PANCHAYAT.
2026_DTP_682471_1
1105/2025/C
Open Tender
Civil Works
90 days
CHINNALAPATTI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹48,000
CHINNALAPATTI TOWN PANCHAYAT
23 Jun 2026
23 Jun 2026
7 Jul 2026
23 Jun 2026
7 Jul 2026
23 Jun 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1RESOURCE RECOVERY CENTRE | ||||||
| 1.01 | 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 as per TNSS 23 & 24, V, VI (S2), VII, 9,10 | 98 | m3 | - | - | itemH1Code1 |
| 2 | Supply delivery and filling of Stone dust Layer of not more than 15cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyance of sand at site and all labour charges and all other incidential charges etc., complete as per Standard Specification TNSS No. 24 & 25. | 36 | m3 | - | - | code1.02 |
| 3 | Plain Cement Concrete of mix 1 : 4 : 8 (One part of Cement four part of sand eight part of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 46 | m3 | - | - | itemH1Code2 |
| 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 | Below Ground Level | 186 | m2 | - | - | itemH1Code4 |
| 4.02 | Ground Floor Column | 148 | m2 | - | - | itemH1Code5 |
| 5Providing 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 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. (No separate payment will be made by the Department for the excess usage of materials) -Footing, Plinth beam, Tie beam/Lintel, Ground Floor Roof beam, salbs, Sloped roof beam and slabs 30 V, VI (S5) VII & 13 | ||||||
| 5.01 | BELOW G.L. | 32 | m3 | - | - | itemH2Code2 |
| 5.02 | Ground Floor | 10 | m3 | - | - | itemH1Code1 |
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