Local Self Government Department Tender

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Local Self Government Department - LSGD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Jan 2025
Closing Soon14 Jan 2025
Tender Amount₹ 1,27,062 
Notes
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Costs

Description

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OD231713/2024-2025:Providing and fixing PVC pipe including jointing of pipes with one step PVC solvent cement ,trenching ,refilling & amp testing of joints complete as per direction of Engineer in charge 32mm dia 10Kgf/cm2.

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OD231714/2024-2025:Providing and fixing PVC pipe including jointing of pipes with one step PVC solvent cement ,trenching ,refilling & amp testing of joints complete as per direction of Engineer in charge 40mm dia 10Kgf/cm2. ( modified item 50.18.9.5.1)

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OD231844/2024-2025:(OD from 50.18.9.20.5)Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 32x32x32 mm dia Tee

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OD231845/2024-2025:(OD from 50.18.9.20.4)Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 32 mm dia Bend

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OD231846/2024-2025:(OD from 50.18.9.20.4)Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 40 mm dia Bend

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OD231847/2024-2025:(OD from 50.18.9.20.10 )Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 32x25 mm dia Reducer

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OD231848/2024-2025:(OD from 50.18.9.20.10 )Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 40x32 mm dia Reducer

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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

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18.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms

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18.32.1:Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S (non modular) bricks of class designation 7.5

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50.18.9.8.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2

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50.18.9.21.8:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia End cap

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18.75.1:Providing and fixing PTMT extension nipple for water thank pipe, fittings of approved quality and colour .15 mm nominal bore weighing not less than 32 gms

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OD231725/2024-2025:Providing and fixing enclosed type water meter conforming to IS : 2373 and tested by Municipal Board complete with bolts , nuts, rubber insertions etc. 15mm dia nominal bore

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TANK PLATFORM -ADDITION

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50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.

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50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

6.44

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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

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