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Infrastructure And Amenities Fund_2020_21_Construcion Of Strom Water Drain At Pallivasal Theru , Theruchendur Harizona Street , Voc Nagar , Theruchendur Kaliyamman Kovil Road And Muthudevan Patty Harizana Colony Road In Veerapandi Townpanchayat, Veerapandi Town Limit, Theni District-Tamil Nadu

Town Panchayats-TP has published Infrastructure And Amenities Fund_2020_21_Construcion Of Strom Water Drain At Pallivasal Theru , Theruchendur Harizona Street , Voc Nagar , Theruchendur Kaliyamman Kovil Road And Muthudevan Patty Harizana Colony Road In Veerapandi Townpanchayat. Submission Date for this Tender is 29-01-2021. Drainage Tenders in Veerapandi Town Limit, Theni District Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

26646800
Infrastructure And Amenities Fund_2020_21_Construcion Of Strom Water Drain At Pallivasal Theru , Theruchendur Harizona Street , Voc Nagar , Theruchendur Kaliyamman Kovil Road And Muthudevan Patty Harizana Colony Road In Veerapandi Townpanchayat
Open Tender
Indian
Tamil Nadu
Veerapandi Town Limit, Theni District
29-01-2021

Tender Details

Infrastructure And Amenities Fund_2020_21_Construcion Of Strom Water Drain At Pallivasal Theru , Theruchendur Harizona Street , Voc Nagar , Theruchendur Kaliyamman Kovil Road And Muthudevan Patty Harizana Colony Road In Veerapandi Townpanchayat

Key Value

Document Fees
Refer document
EMD
INR 44500.0 /-
Tender Value
INR 44.50 Lakhs /-

BOQ Items

Name of Work: Construcion of Strom Water Drain at Pallivasal theru ,Theruchendur Harizona Street, VOC Nagar,Theruchendur kaliyamman kovil road and Muthudevan patty Harizana colony road in Veerapandi TownPanchayat.
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification. 560 M3
2 2.01 Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). 174 M3
3 3.01 Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification For Side Wall 3283.2 M2
4 4.01 Plain Cement Concrete 1:3:6 mix (One Cement, Three Fine Aggregate and Six Coarse Aggregate) Using 20mm ISS HBG Metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). 492.5 M3
5 5.01 Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. 520 M2
6 6.01 Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification 25.9 M2
7 7.01 Supplying and fabrication of steel and placing in position of TMT steel rods for RCC works as per design given including cost of steel and GI binding wire in all floors etc., complete complying with standard specification in TNDSS NO:97 V,VI (S6) VII (S6), VII-3. 700 kg
8 8.01 Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications. TNDSS NO: 30 V, VI (S3), VII-3. 7 M3
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