Hyderabad Metropolitan Water Supply And Sewerage Board Tender

VAMBAY;Construction of 0.90m internal diameter sewer manhole for additional depth of 0.10 M with fly ash cement/lime solid blocks in CM 1:4 Prop. Internal Plastering 20 mm thick in CM(1:3) and external plastering 12 mm Thick using CM 1:3 Prop.

VAMBAY;Construction of 0.90 mts internal diameter sewer manhole minimum depth 1.00 mts with Fly ash cement/lime solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 225 x 100 x 60 mm in CM (1:4) Prop. with CC Bed (1:3:6) Prop. Benching and channel finished with CC(1:2:4) Prop. Internal Plastering 20 mm thick in CM(1:4) and external plastering 12 mm Thick using CM (1:3) Prop. Excluding Manhole cover & frame

VAMBAY;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

VAMBAY;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

VAMBAY;Barricading hoarding lighting and watching etc. for water supply and sewerge works for trenches including cost of material labour etc. complete as directed by the departmental officers.

VAMBAY;Rock cutting and depositing on bank in hard rock and boulders more than 3 cum in size including stacking and drilling holres chisling wedding and breaking of rock with out blasting complete as per specifications drawing and as directed by the departmental officers including all incidental and operational charges etc with an initial lead of 10 mts etc complete but excluding dewaterting for pipe line trenches where depth is less than 1.5 times.

VAMBAY;Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. for Sumps,Thrust blocks, Chambers and Man Holes etc. by manual means, For Man holes

VAMBAY;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

VAMBAY;Cutting of CC Road surface including labour charges, all leads and other incidential and operational charges tool and plants etc. complete as directed by the deptl. Officers

VAMBAY;Conveyance of SWG pipes from departmental stores of HMWSSB to work site including transportation loading, unloading and stacking etc., all labour incidental and operational charges etc., complete as directed by the H.M.W.S.&.S. Board Engineers 300mm dia