Name of Work:- Laying Of Rcc Hume Pipe Infront Of Ratan Sadan Apartment In Vishnupuri Ward 40 Under Zone-6
Sl. No.
Item Description
1
Dismentalling of B.O.E. soiling/Inter locking tile including Stacking of servicable material and disposal of unservicable material within a lead of 50m as per direction of EI/C (Labour only).
2
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), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.
3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 Cement: 6 Coarse sand (zone-III): 12 graded Brick aggregate 40 mm nominal size).
4
Providing and laying Rcc pipe NP3 for culverts on frist class bedding of granular material including fixing with cement motar 1:2 but excluding excavation protection work, backfilling, concrete and masonry work head wall and parapets clause 1106-for 900mm pipe.
5
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 (1 Cement: 2 Coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size).
6
filling in foundation trenches as per drawing and technical specification clause 305.3.9
7
Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggrgate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
8
Construction of granular sub base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavaton at OMC and compacting with vibratory roller to achieve the desired density, Complete
9
P/L of 80 mm thick rubber mould interlocking tiles incl mat all complete.
10
Cartage of earth upto 3.00 km including loading etc all complete.
11
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