general funds

Cutting of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Cutting of BT Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH(Brick work)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 back filling in trenches with excavated suitable material as per Technical Specification 305 MORD/304 MORTH. For pipe line trench. Data P.no 166

Collection and Supply of dust for filling of pipeline trench including Cost and coneyance, Spreading, Sectioning etc., complete.

Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes. Stiffness Class SN-8 (MAT-07624) 200mm dia

Centrifugally cast (SPUN) ductile iron pressure pipes for water, gas and sewage with socket spigot ends conforming to I.S, 8329/2000 in standard working lengths of 4, 5, 5.5 & 6 meter for classification K9 suitable for push on joint (Rubber gasket and jointing) with cement mortar lining inside the pipes with outside zinc coating, rates are ex-factory, including transportion and excluding taxes and duties.

Construction of circular manholes with a slope of 3 mm 50mm in the channel along with sewer lines as per the approved depertmental drawings including of CC /B.T/WBM Earth work excavation and laying at CC 1:4:8 bed varies from 225mm to 500mm thick according to depth using 40mm H.B.G Crushed metal thick work with C.M 1:3 for manhole rsing 2nd class best quality. The rate includes plastring with C.M 1:3 ,20mm thick boin inside and out side3 and smooth finishing of sewer channel pproviding top coping 150mm thick with RCC M20 nominal mix using 400kgsof cement

f) Circular Manhole 2.10m deep (1.96 to 2.25M)

g) Circular Manhole 2.40m deep (2.26 to 2.55M)

Manhole cover E.H.D.-35 with 560mm dia. Clear opening.MAT-08225

Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line) Inner Dia. (mm) - Stiffness Class SN-8

Manufacture, supply, & delivery of fittings & accessories compatible with DWC pipe - non smooth External Annular Corrugated and smooth Internal Surfaces (Double Wall) for non-pressure or similar type of class SN8 Structured Wall polythelene piping systems including transportation to anywhere in A.P, excluding GST and other Government duties.

Sealing Ring-200mm dia

Bailing of water from pipeline trenches with oil engine driver pump sets including hire charges , fuel charges and wages for driver , helper etc. complete as per APSS and as per directions of Engineer incharge

Conveyance of excavated earth with an average lead of 2 Km including loading, unloading, spreading and stocking etc. Complete as per SS. SoR P.no 350

Construction of granular sub-base by providing HBG meterial confirming to Grading-V of MORT & H Table-400-1 including cost and conveyance of all materials to work site and spreading uniform layers with motor grader or by approved means on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete for finished item of work as per clause 401 MORTH(5th Revision) as directed by the Engineer-in-Charge

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.