Hyderabad Metropolitan Water Supply And Sewerage Board Tender

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Manufacture, Supply and Delivery of SWG pipes including cost of material, coveyance, loading unloading etc., For 200mm dia

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Carting away surplus excavated materials such as rock / earth the site to a suitable distance of about 10 Kms including loading, unloading, conveyance charges and dumping the carted material at the contractors cost labour charges, all leads and lifts, all other incidental and operational charges etc. complete.

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Desilting of sewer lines and manholes using Bucket cleaning machine from manhole to manhole at various places of various dia meter including cost of lab our operators and sewer cleaners bailing out of water included ruel for bucket cleaning machine and including carting of site to distance of 8Kms including loading trasporation as directed by departmental officers

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Barricading,boarding,lighting and watching etc., for water supply pipe line trenches etc.,complete as directed by the departmental officers.

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Plain Cement Concrete (1:2:4) Nominal Mix using 20mm HG Machine Crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (As per GO Ms No 37 Industries and Commerce(Mines-I) Dept, dated 29.05.2018, Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 is adopted), coarse aggregate, water etc., to site including all operational operational, incidental and labour charges, such as, machine mixing, laying concrete , curing, including contractor's profit and over head charges etc., complete but excluding seigniorage charges & GST etc. (APSS No.402), as directed by HMWS&SB Engineers

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Dewatering pipeline trenches duly bailing out water with engine driven pumps including hire charges fuel charges wages of driver and helper and all other incidental and operational charges including suction and delivery hoses lead of drain into natural drain etc. complete, as directed by the H.M.W.S.&.S. Board Engineers.For 5 Hp

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Dismantling and reconstruction of coursed Rubber stone masonary 2 nd sort in (1:6) prop using available stone including cost and conveyance of all materals to site , labour charges curing all leads and lifts and all all other incidental and operational charges etc., complete as directed by the departmental officers for finished item of work

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Supply and delivery of 150mm dia SWG pipes including cost and earth work excavation and refilling of trenches including all labour charges etc.complete

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Supply delivery and filling quarry dust (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 .

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Construction of 1.20m internal diameter sewer manhole for minimum depth of 3. to 4 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.

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Construction of 1.20m 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.

Strengthening, Replacement and Diversion of damaged existing sewerage lines;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.

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Construction of 1.20m internal diameter sewer manhole for minimum depth of 1.80 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.

Strengthening, Replacement and Diversion of damaged existing sewerage lines;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

Strengthening, Replacement and Diversion of damaged existing sewerage lines;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

Strengthening, Replacement and Diversion of damaged existing sewerage lines;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 250mm dia

Strengthening, Replacement and Diversion of damaged existing sewerage lines;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 300mm dia

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Hydraulic crane 16T for lowering laying of RCC pipes true to alignment and gradient into the ready made trenches true to alignment and gradient

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Supply, delivery , lowering, laying and jointing of 600mm dia RCC S/s NP3 Class pipe confirming to B.I.S 458/2003 cardfully in to the trenches true to alignment and gradient jointing with Rubber rings conforming to B.I.S 5382/1985 testing with cost and conveyance of all materials and labour charges with all operational and incidental charges including cost of jointing materials, transporation, taxes & duties complete as directed by the deptl. officers.

Strengthening, Replacement and Diversion of damaged existing sewerage lines;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.

Strengthening, Replacement and Diversion of damaged existing sewerage lines;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

Strengthening, Replacement and Diversion of damaged existing sewerage lines;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 Mechanical means)

Strengthening, Replacement and Diversion of damaged existing sewerage lines;Cutting of open BT Road surface including labour charges and other incidental & operational charges, tools & plants etc for pipe line trenches.