Central Water Commission Tender

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Central Water Commission - CWC Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date13 Dec 2024
Closing Soon20 Dec 2024
Tender Amount₹ 5,60,530 
Notes
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Costs

Summary

Construction, Repair And Maintenance Of Sub-division Office Under Mgysd, Prayagraj Under Middle Ganga Division -3 Varanasi

Description

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13.81 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.81.2 Two coats

1048.23

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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)

171.87

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Centering and shuttering including strutting, propping etc and removal of formwork for Columns, piers, abutments, pillars,posts and struts(48 angles x 2 sides each)

8.64

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Demolishing brickwork manualy by mechanical means including stacking of materials and disposal of unserviceable material within 50m lead as per direction of engineer-in-charge in cement mortar

1.08

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1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)

1.08

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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. 16.18.1 With G.I. barbed wire.

861.04

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Structural steel such as tees, angle channels and RSS joists Steel Angle section (50 X 50 X 5)mm with total height of 1.0m vertical and 0.5m bend placed at all 48 columns at 3m apart

273.6

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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.

220

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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 upto 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.

5.16

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Brickwork with common burnt clay F.P.S(non modular)bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6(1 cement:6 coarse sand)

5.16

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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.

220

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