Municipality Tender
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Costs
EMD
₹ 5,988Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
570533Tender No
E1/Srcl/E-PROC.13/2024-25/35, Dt: 18-01-2025Tender Authority
Municipality ViewPurchaser Address
-Website
http://tender.telangana.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Development of Junction;Supply & Delivery of MS ring bracket with 40mm dia MS pipe of 6mm thick including fabrication, labour and all material charges etc., for finished item of work
2
5300
10600
... More
Development of Junction;ELEC-1.6.2.a Supply of 6 sqmm WPTC (Weatherproof Twin Core) ISI mark Aluminium wire. Makes : Polycab / GM / Million / V-Guard / Gold Medal / Kundancab / HPL / RPG / Nandicab / Nakoda / Payal / Finecab / Gemini / Vimal / Suncab / Stanjo / Rajnigandha / Orbit / Airson / Beljin / Savera Champion. / Rhino / Pawancab
90
47
4248
... More
Development of Junction;ELEC-2.13.1.j Supply of 6-32A FP MCB 10KA, C/D Curve ISI Mark. Makes : Legrand-DX3 / Schneider-Acti9 / Siemens / L&T Exora / Cabtree / Indo Asian / BCH
2
1970
3940
... More
Development of Junction;2.15.2.a Supply of 4 Way SPN DB with IP 20/30 Protection as per IS:13032 and suitable for 4 Nos S.P out goings and for 1 No Incommer etc complete. Makes : Havells / HPL / Hager / Indo Asian (Gold Plus) / Delton / Honeywell sentry / Benlo / Panasonic.
2
825
1650
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Development of Junction;BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for structures in all types of soil as per drawing and technical specifications and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).
15.2
285
4337
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Development of Junction;BLD-CSTN-2-8 (16) : Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
1.9
847
1610
... More
Development of Junction;Providing PCC Grade M10 concrete using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH -
1.9
4410
8381
... More
Development of Junction;Providing P.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.M 20 grade concrete for sub structures (For Base slab)
0.68
5282
3592
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Development of Junction;Providing P.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.M 20 grade concrete for superstructure (For Drain side walls)
3.6
5333
19200
... More
Development of Junction;RBR-CCPV-5: Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.
7.51
6480
48665
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