Hyderabad Metropolitan Water Supply And Sewerage Board Tender

Deendayal;Supply delivery and filling of quarry dust (50% Rubbish 50% HBG Stone 2.36 mm) where ever required as directed by departmental officers including cost and conveyance stacking leveling watering tampering rolling all leads lobour charges and other incidental and operational charghes etc. complete as directed by the HMWS&SB Engineers.

Deendayal;Supply of good quality gravel for filling where ever required as directed by departmental officers including cost and conveyance of gravel, stacking, leveling, watering, tamping rolling, all leads, labour charges and other incidental and operational charges as directed by the H.M.W.S.&.S. Board Engineers.

Deendayal;Redoing of 15mm PPC connection for domestic water supply connection incluidng earth work excavation cost of pipe refilling etc., complete

Deendayal;Redoing domestic sewer line connection incluidng EWE in all available soils and incluidng supply delivery and fixing of 101.6mm dia SWG pipes and including lowering laying and jointing in CM (1:1) prop; etc., complete. as directed by the H.M.W.S.&. S. Board Engineers.

Deendayal;Bailing out water from the pipe line trenches with oil engine driven pump sets,5HP/HR including hire charges, fuel charges and wages for driver and helper etc., complete as directed by the HMWS&SB Engineers.

Deendayal;Construction of 0.9M X 0.9M dia meter sewer manhole up to 0.1m additional depth with cement bricks in CM 1:6 prop. With CC bed 1:6 prop. With CC bed 1:4:8 prop. Benching with CC 1:2:4 prop. Internal plastering 20mm thick in CM 1:3 prop. And external plasterting 12mm thick in CM 1:6 prop. including cost of all materials fixing of CI steps and only fixing charges FRC cover and frames as directed by the HMWS&SB Engineers.

Deendayal;Construction of 0.9M X 0.9M dia meter sewer manhole up to 1m depth with cement bricks in CM 1:6 prop. With CC bed 1:6 prop. With CC bed 1:4:8 prop. Benching with CC 1:2:4 prop. Internal plastering 20mm thick in CM 1:3 prop. And external plasterting 12mm thick in CM 1:6 prop. including cost of all materials fixing of CI steps and only fixing charges FRC cover and frames as directed by the HMWS&SB Engineers..

Deendayal;Lowering and Laying in Ready made trenches true to alingment and gradient jointing and testing of stoneware pipes excluding cost of Jointing material such as cement mortar and hemp yarn as directed by the department officers 300 mm dia

Deendayal;Lowering and Laying in Ready made trenches true to alingment and gradient jointing and testing of stoneware pipes excluding cost of Jointing material such as cement mortar and hemp yarn as directed by the department officers 200 mm dia

Deendayal;Barricading, Boarding, lighting and Watching etc., for pipe line trenches etc., complete as directed by the HMWS&SB Engineers. 300mm dia.

Deendayal;Earth Work Excavation and depositing on bank in hard rock and boulders more than 3 Cum. in size requireing control blasting excluding stacking complete including all leads and lifts, all incidential and operationals charges etc.,and depositing the same on bank with an initial lead of 10Mts. lift of 2m etc., complete but excluding dewatering for pipeline trenches as directed by the H.M.W.S.&.S. Board Engineers. . (For Pipeline and Sewer manholes).

Deendayal;Earth workexcavation in Loamy and clayey soils red earth and ordinary gravel hard gravelly slils soft disintegrated rock etc. as directed by the deptl. officers including leads and lifts, all incidental and operationals charges etc. and depositing the same on bank with an initial lead of 10 Mtrs and excluding dewatering. (upto 3.0mtr depth below ground level).Where depth is less than 11/2 times with with Manual Means For Manholes

Deendayal;Earthwork excavation and depositing on the bank in all types of soils like black cotton soil, red earth, and ordinary gravel, hard gravelly soils, mixture of gravel, stoney earth and earth mixed with fair size boulders except rock requiring blasting with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting the walls and other structures , existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic signals etc., wherever it is possible so as not to distrub the existing utility services etc., taking all precautionary measures in the restricted areas such as urban areas including diversion of the traffic,removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and including backfilling for pipeline trenches for laying Water supply/sewer lines including all incidental and operational charges etc., complete as directed by the HMWS&SB Engineers. (For pipeline trenches where depth is more than 1.5 times the width).For pipe line trenches

Deendayal;Cutting open CC road surface including labour charges, all leads and other incidental and operational charges tools and plants etc complete for pipe line trenches as directed by the HMWS&SB Engineers. For pipeline trenches, Manholes, Sewer connections.