Water Resources Department Tender

Form work for concrete in canal structure with F2 finish using steel shutter plates of approved specification for surface not prominently or permanently exposed to public views, including cost, conveyance, T & P labour and taxes of all materials with all leads, lifts & delifts & dismantling & finishing after 21 days including mobilisation, demobilisations with incidental charges to complete the items of work as per drawing, design & specification & direction of the Engineer-in-charge

Cement Concrete M-15 with 20mm size down graded hard granite crusher broken chips of approved quality free from weathered skin mixing in concrete mixer including cost conveyance,royalty,taxes of all materials cost of all labour & T & P required for the work including mobilisation demobilisation and machineries charges vibrating and compacting including watering and curing for the required period etc complete as per specifications and direction fo the Engineer-in-charge.

Loosening,Levelling and Compacting Original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water at OMC condition and then compacted by rolling sas to achieve minimum dry density as given in table 300-2 for embankment construction (as per clause 305 of MoSRT&H specification for road and bridge works 4th Revision ) and complete the item of work in all respect as per drawing, design, Specification including cost, conveyance, carriage, labour cess, hier charges offf all machinaries and tools and Plants etc, complete as per direction of the Engineer-in-Charge.

Collecting, Supplying and stacking gooquality of sand and moorum and mixing manually, laying Sub Base layer with GSB ( admixture of sand 1/3rd volume and moorum 2/3 rd volume ) and spreading the same over the road surface and compacting, watering and ramming including cost, conveyanc, loading, unloading, royalty, taxes, labour cess ofll materials complete with required leads, lifts, delifts including cost of construction maintainance and dismantling of coffer dam, haul roads dewatering and lighting the entire working area including mobilisation and demobilisation and all incidental charges etc. complete in all respect as per approved drawing, design and specification and as per direction of the Engineer-In-Charge.

Providing, laying, spreading and compacting IRC Grade I metalling with 90 mm to 45 mm of approved quality collected from approved quarry free from literious and other objectionable materials including cost , loading and unloading charges, including spreading in uniform thickness, hand packing to water bound macadam specification, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density @ 1.21 Cum per 10 Sqm. as per PMGSY STANDARD for a compacted average thickness of 100 mm with moorum or gravel as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including all cost, conveyance, royalty, taxes, labour cess of all materials complete with required leads, lift, delifts including cost of construction maintainance and dismantling of coffer dam, haul roads and dewatering, lighting the entire working area including mobilisatioand demobilisation and all incidental charges etc. completethe item of work in all respect as per approved drawing, design, specification and direction of the Engineer-In-charge.

Providing, laying, spreading and compacting IRC Grade III metalling with using 53 mm to 22.4 mm of approved quality metal collected from approved quarry free from dliterious and other objectionable materials including cost , loading and unloading charges, including spreading in uniform thickness, hand packing to water bound macadam specification, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density @ 0.91 Cum per 10 Sqm. as per PMGSY STANDARD for a compacted average thickness of 75 mm with moorum or gravel as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including all cost, conveyance, royalty, taxes, labour cess of all materials complete with required leads, lift, delifts including cost of construction maintainance and dismantling of coffer dam, haul roads and dewatering, lighting the entire working area including mobilisatioand demobilisation and all incidental charges etc. completethe item of work in all respect as per approved drawing, design, specification and direction of the Engineer-In-charge.

Collecting and spreading to an uniform thickness of moorum of approved quality from approved quarry free from other deliterious materials including cost, loading and unloading charges to get a compacted sub-base of required thickness over approved road surface, providing required watering to OMC condition to get a compacted sub-base as per approved specification after consolidation with PRR including cost of all materials conveyance and carriage, royalty, labour & all other taxes, labour cess of all materials with all leads, lifts & delifts including cost of construction maintainance and dismantling of coffer dam, haul roads and dewatering, lighting the entire working area including mobilisation and demoblisation and all incidental charges etc. complete the item of work in all respect as per approved drawing, design, specification and direction of the Engineer in charge.