Name of Work:Estimate for Construction of rigid pavement road of water works from main gate to pump house”.
Sl. No.
Item Description
1
Dismantling stone masonry/Rubble masonry including stacking of serviceable materials and disposal of unserviceable material(b) In cement
2
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
3
Providing & fixing 16gauge stainless steel pipe gate of grade 304 duly fixed at site with the help of M.S pivot & hinges grouted in cement concrete complete in all respect as per any kind of drawing & design
4
Excavation in trenches with straight or open cutting in streets, lanes or in open areas for intramural sullage drains, intramural intercepting drains and outfall drains storm water channels and other work contingent or incident thereto, by mechanical means (JCB or Hydraulic excavator) including manually dressing of bed, trimming of sides and sides slopes to full dimensions and depth as shown on the drawings or as shall be required by Engineer-in-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic, providing and fixing and maintenance of caution boards, fencing, night signals, watching etc. subsequent refilling , watering and dressing upto ground level for lead upto 15 m and for all lifts including disposing surplus soils up to 15 metre complete in all respects.(ii) For Ordinary soil having gravel up to 40%
5
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
6
Construction of drainage system:-Cement concrete 1:2:4a) With stone ballast or shingle(ii) mixing by mechanical means using concrete mixer volumetric type
7
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
8
Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
9
Cement Conc. 1:4:8(b) with stone aggregate 40 mm gauge(ii) mixing by mechanical means using concrete mixer volumetric type.
10
Joint Sealing CompoundProviding and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications.
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