Hyderabad Metropolitan Water Supply And Sewerage Board Tender

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;Supply and delivery of 100mm dial SWG pipes including cost and earth work excavation and refilling of trenches including all labour charges etc.complete

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;Supply delivery and filling quarry dust with HBG stone chips 2.36 mm and below (in trenches of foundations & basement and the pipeline trenches) with intial lead in layors not exceeding 15 cm thick, consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost of collection of sand and otehr required materials conveyonce of water to work site and all operational, incidental, labour charges, hire charges of T&P., complete for finished item of work .

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;Supply and filling with carted gravel in pipe line trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. including cost and conveyance of all materials and labour charges, and contractors profit & over heads but excluding seigniorage charges & taxes like GST etc. , complete. as directed by the H.M.W.S.&.S. Board Engineers.

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;Construction of 0.90m internal diameter sewer manhole for additional depth of 0.10 M 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. Internal Plastering 20 mm thick in CM(1:3) and external plastering 12 mm Thick using CM 1:3 Prop.

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;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

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;Lowering the SWG pipes carefully into the ready made trenches true to alignment and gradient jointing with cement (1:1) prop: excluding cost of SWG pipes but including curing, testing and jointing of materials such as hump yarn and cement mortor with all other operational and incidental charges etc., complete as directed by the H.MW.S.&.S. Board Engineers For 200mm dia

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;Barricading,boarding,lighting and watching etc., for water supply pipe line trenches etc.,complete as directed by the departmental officers.

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;Excavation in Hard rock (blasting prohibited) with benching, chiselling and wedging such as hard rock, sheet rock and boulders in habitant areas where controlled blasting can not be done with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting 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 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 excluding backfilling for pipeline trenches for laying sewer/ Water supply lines / Foundations including all incidental and operational charges etc., complete, as directed by the HMWS&SB Engineers.

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;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

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;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, soft disintegrated rock,hard disintegrated rock,conglomerated rock , 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. ( by manual means)

Laying of 300mm dia SWG main line from Plot No.01 to Plot No.204 Meharbaba Colony;Conveyance of SWG pipes from departmental stores to work site, including loading, unloading, labour charges etc. complete as directed by the H.M.W.S.&.S. Board Engineers.