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Tender Value
₹10.8 L
EMD Value
₹11,000
Closing Date
13 Jul 2026, 4:25 pm3d left
VIJAYAWADA MUNICIPAL CORPORATION
VIJAYAWADA
Repairs and Relaying of 200 mm dia SWG Pipe line in Koneru Chennakesava Road in 9th Division Work Division-III area. 1st Call General Funds
959847
Rc-E4-112536/2026
OPEN - NCB
Civil Engineering Works
NTR
6 documents required · 6 mandatory
₹385
₹11,000
9 Jul 2026
9 Jul 2026
9 Jul 2026
Cutting of C.C. surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.
Cutting open B.T. road surface (as well as asphalt concrete up to 75 mm thick) including water bound macadam etc Complete as per the ditections by the departmental authorities.
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 . Manual
Supply and Delivery Lowering laying of SWG pipes in readymade trench true to alignment and gradient jointing, and testing of stonewell pipes including cost of jointing materials such as cement mortor (1:1) proportion and hemp yam including cost and convyeance of all materials. For 200 mm dia
Supply and Delivery Lowering laying of SWG pipes in readymade trench true to alignment and gradient jointing, and testing of stonewell pipes including cost of jointing materials such as cement mortor (1:1) proportion and hemp yam including cost and convyeance of all materials. For 100mm dia
Supply and delivery of Quarry Dust filling from approved source including cost, seignorge charges and conveyance of all materials including all labour charges for filling, sectioning, watering and ramming etc., complete as per S.S
Supply of SWG Saddles conforming to IS standards 200 x 100 mm including cost and conveyance of all materials and labour charges etc., complete as directed by the departmental authorities.
Conveyance of excavated earth with an average lead of 2 Km including loading, unloading, spreading and stocking etc. complete.
Engaging of truck mounted sewer suction machine for the purpose of the Idewatering during rainy season, choking and desilting of sewer lines, including the hire charges of machine, Crew Charges round the clock with one Driver cum 1 Joperator and one supervisor cum cleaner, lubricants, spares, consumables required for complete operation for 8 hours and as directed by department authorities including all taxes. including HSD oil Charges (1shift) 8hours
Construction of circular manholes with a slope of 30mm to 50mm in the channel along with sewer lines as per the approved departmental drawings including cutting of C.C/B.T/WBM, earth work excavation and laying of C.C.(1:4:8) bed with 40mm H.B.G. metal, brick work with C.M. (1:3) for Manhole using 2nd class best quality.The rate includes plastering with C.M(1:3) 20mm thick both inside and out side and smooth finishing of Sewer channel, providing top coping 150mm thick with R.C.C M30 Design Mix using 400Kgs of Cement/ Cum including supply and fixing of 35 H.D Manhole cover as per BIS:12592 (Part 1&2) with frame and encapsulated plastic steps including cost and conveyance of all materials, seignorage charges including cost and fabrication of steel used in R.C.C coping as per S.S. including benching, channeling, finishing and refilling with excavated earth and conveyance of surplus earth etc., complete as per S.S and as directed by the departmental authorities for finished item of work. (APDSS NO.1325) For 1.20m deep (1.06 to 1.35M)
Construction of circular manholes with a slope of 30mm to 50mm in the channel along with sewer lines as per the approved departmental drawings including cutting of C.C/B.T/WBM, earth work excavation and laying of C.C.(1:4:8) bed with 40mm H.B.G. metal, brick work with C.M. (1:3) for Manhole using 2nd class best quality.The rate includes plastering with C.M(1:3) 20mm thick both inside and out side and smooth finishing of Sewer channel, providing top coping 150mm thick with R.C.C M30 Design Mix using 400Kgs of Cement/ Cum including supply and fixing of 35 H.D Manhole cover as per BIS:12592 (Part 1&2) with frame and encapsulated plastic steps including cost and conveyance of all materials, seignorage charges including cost and fabrication of steel used in R.C.C coping as per S.S. including benching, channeling, finishing and refilling with excavated earth and conveyance of surplus earth etc., complete as per S.S and as directed by the departmental authorities for finished item of work. (APDSS NO.1325) For 1.50m deep (1.36M to 1.65M)
Bailing of water from the pipeline trenches with 5HP oil engine driver pump sets, including hire charges, fuel charges and wages for driver and helper etc., complete as per SS as directed by the departmental authorities.
Providing concrete for plain concrete (M20 Design mix) using 343 Kgs Cement 20 mm, 10mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH
Providing concrete for plain concrete (M10) using 220 Kgs Cement ,40 mm nominal size hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH
Labour engaged for removing of existing SWG pipes and manholes silt cleaning complete as directed by the departental authorites.
Providing laying spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadam specification 5th Rivision 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 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 rivision) for finished item of work
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