Panchayat Raj Engineering Department Tender
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The Panchayat Raj Engineering Department has issued a formal invitation for competitive bids for (reserved For Waddera/sagara Community) Renevation And Repairs To Old Velugu Office Building (beside Zp Office). At Kothagudem :bhadradri-kothagudem District,nit. No. 41/2024-25, Est Cost: 4.00 Lakhs in Bhadradri Kothagudem, Telangana, with an estimated contract value of Rs. 3,33,940. The bid opening date for this tender is 03-01-2025 and the last date for bid submission is 06-01-2025. Interested bidders for Panchayat Raj Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Panchayat Raj Engineering Department Tender
Opening Date3 Jan 2025
Closing Date6 Jan 2025
Tender Amount₹ 3,33,940
Costs
EMD
₹ 3,339Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
565754Tender No
D1 2024-25Tender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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BOQ Items
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Civil Work;Distantling Clearing away and Carefully Stacking useful materials for re-ine and Disposal of un serviceable material with 100kn lead as directed by Executive Engineer duly taking actual Premeasurements before dismantiing including all labour charges, overhead & contracter Profit etc.comlete.
2.07
3527
7302
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Civil Work;Dismantling doors, windows and clear storey windows, ventilators etc.; (wood or steel) shutters
18
291
5247
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Civil Work;Masonry work in CM(18) prop with flyash Cement lime solid blocks of size 290mm x 225mm x 140mm for manufacturing of flyain solid blocks using flyah of 80 kgs, cement of 15 kgs Gypsam of 5kgs and stone dust meinding cost and conveyance of all materials, labour charges, seigniorage charges, scaffolding and curing etc., and Overheads & Centmators perfit complete with a compressive strength aot less than 50 kg/sa em for super structure wall (APS5 No.301 & 504)
2.25
7772
17489
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Civil Work;Earth work excavation for foundations (Manual Means) for buildings in ordinary soils and depositing in bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work including seigniorage escluding dewatering charges etc., as per SS 20 B(APSS 108)
26.68
285
7613
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Civil Work;Gronolithic Concrete flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal and screened sand laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smooth and level as possible and it is expected that a ZERO level is provided to a tolanance of 3mm and thread lining including cost of all materials like cement, metal sand and water etc. complete, including seigniorage charges etc. and overheads & contractors profit complete for finished item of work. (APSS No.701 & 710).
87.81
4023
35332
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Civil Work;Apply one coat of PRIMESEAL (diluted with water in the ration 2:1) at the rate of 12-15 Sqm per litr allow it to dry for 2-3 Hours.2. Apply the first coat of new coat @2 sq.per Itr3. The fabric should be cut as per the length of subtrate fabric should be applied on green/freshly applied new coat after the new coat has been applied the fabric should be spread from one end embedded by brush or roller. The other pieces of fabric should be applied adjacent to the previous one make on over lap of 20 mm along the entire length4.after the first coat of phalimer and fabric application is complete allow it to harden for 6 to 8 hours 5. Apply the xecond cout of new coat allow it to dry for 6 to 8 hours6. Apply the last coat of polymer and allow it to the dry for 6 to 8 hrs..7. Ensure that the primer and three coats of new coat. Totally achieved a minimum thickness of 1.20 mun DFT (DRY Film thickness)
118.67
659
78200
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Civil Work;Supply and fixing doors as per drawings with medium teak wood frame of section 1.05x2.10 mtrs and ISI marked flush door shutters of 35 mm thick double shutters with bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-1991 (Part-1) both sides commercial ply with internal lipping on all sides including cost and conveyance to site of teak wood frame, flush shutter including
13.23
4602
60896
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