Municipality Tender

Laying of UGD and CC Road from Sri sai Nilayam;RBR- SBBS-11B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Laying of UGD and CC Road from Sri sai Nilayam;RBR-EECD-8(c) : Earthwork excavation for road way in soil by Manual means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge

Laying of UGD and CC Road from Sri sai Nilayam;Carting of surplus excavated rock / earth from the site to a distance of 5.00 Kms suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

Laying of UGD and CC Road from Sri sai Nilayam;Rate for Each 0.10 Mts extra Depth

Laying of UGD and CC Road from Sri sai Nilayam;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 225 x 10 x 6 cms having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement in CM (1:3) prop; including CC (1:4:8) bed for foundation and of M15 (1:2.5:5) prop. using 20mm HG metal for benching and channels, inside plastering with 20mm thick using Sulphete resisting cement in CM (1:3) prop; and outside plastering with 20mm thick using OPC in CM (1:3) prop; the foundation concrete in CC (1:4:8) prop. using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop. on both the sides including excavating pits upto required depth in all types of soils and supply and fixing of 560mm dia manhole frame and cover (HD-20) and PVC encapsulated steps including cost & conveyance of all material, labour and all other incidental and operational charges etc., complete. 0.90 x 0.90 Mts

Laying of UGD and CC Road from Sri sai Nilayam;PHE-LJSW-13: Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and Spun yarn including cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72) For 300mm Dia

Laying of UGD and CC Road from Sri sai Nilayam;RBR-FNDN-1-(IV)- Hard rock (blasting prohibited) - upto 3.00 Mts. Below GL: Excavation in Hard rock in habiat areas where conventional blasting can not be done for pipe line trenches as per drawings andd technical specifications including setting out, construction of shoring, bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per technical specification 305 MORD/304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50m, including all incidental and operational charges etc., complete. 10% of E/W Quantity

Laying of UGD and CC Road from Sri sai Nilayam;RBR-FNDN-1-(I-A): Earthwork excavation in all kinds of soil for Pipeline trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/ water lines including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth up to a lead of 50m, including all incidental and operational charges etc., complete for Pipe lines by Manual Means.