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Tender For Construction Of Culvert In Front Of Char Minar Mosque In Ward No. 14 Shivpuri - E/W In Excavation In Foundation In Ordinary Soil (Loam,Clay Or Sand ) Including Lift Upto 15.0M And Lead Upto 30 M .And Including Filing Watering And Ramming Of Exc, Muzaffarnagar-Uttar Pradesh

Tender Notice

51673991
Tender For Construction Of Culvert In Front Of Char Minar Mosque In Ward No. 14 Shivpuri - E/W In Excavation In Foundation In Ordinary Soil (Loam,Clay Or Sand ) Including Lift Upto 15.0M And Lead Upto 30 M .And Including Filing Watering And Ramming Of Exc
Tender
Indian
Uttar Pradesh
Muzaffarnagar
30-10-2025

Tender Details

Tender For Construction Of Culvert In Front Of Char Minar Mosque In Ward No. 14 Shivpuri - E/W in Excavation in foundation in ordinary soil (Loam,clay or sand ) including lift upto 15.0m and lead upto 30 M .and including filing watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge. 2 Dismantlingbrick work or stonework or lime or cement mortor including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).As per S.I no-692 3 Dismantling sundries brick work/Interlocking tile including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).As per S.I no-691 4 Dismantlingreinforced cement concrete or reinforced brick workincluding stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).As per S.I no-694 5 Disposal of malba 6 Earth work in Cutting and embankment back filling including T&P etc for 10 KM lead. 7 Concrete with 4 cm. gauge stoneballast, Fine sand of 1.25 F.M. and cement, in proportion of 8:4:1 in foundations and under floors, including supplyof all marerial ,labour,Tools& plants etc ,required for proper completion of the work as per SI No. 281 8 Cement Concrete with 2 cm gauge approved stone grit, C/Sand & Cement in Proportion of 4:2:1 as per SI No. 279 (a) 9 R:C:C Work with cement ,approved c-sand &2 cm gauge approved stone grit in proportions of1:1.5:3in lintels of door &windows exculuding supply of rienforcement and its bending,but i/c fixing and binding the same is 24 B.W.G.G.I,binding wire and i/c necessary centering and shuttening etc,and supply of all materials,labour,Tools& plants etc ,required for proper completion of the work i/c cost of binding wire. The rate excludes making of drip course which shall be paid extracolum and T-beam si no -289 10 R:C:C Work with cement ,approved c-sand &2 cm gauge approved stone grit in proportions of1:1.5:3in lintels of door &windows exculuding supply of rienforcement and its bending,but i/c fixing and binding the same is 24 B.W.G.G.I,binding wire and i/c necessary centering and shuttening etc,and supply of all materials,labour,Tools& plants etc ,required for proper completion of the work i/c cost of binding wire. The rate excludes making of drip course which shall be paid extracolum and T-beam si no -284 (a} 11 M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire. 12 providing laying spreading and compacted 22.40-53 mm graded stone aggregatewithfine sand , laying in uniform compacted layers of 100 mm thick with hand roller in sub base/base course on well prepared surface and compactingincluding all T&P taxes & labour cess etc as directed by engineer in charges etc all. complete as per technical specification clarse 406. 13 Supplying & fixing 80 mm thick Precast cement concreteI shapeinter locking paver block ISI mark confirming to IS 15658-2006 with top layer of minimum 5mm thickness having plan dimention 200x( 160+120mm) of op cement , smooth high gloss finish, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. The compressive strength of concrete pavar block shall not be less than40MPa and weight 4.5 kg per no.including cost of meterial, with blanket layer of 4.00cm thick fine sandincluding labour T& P etc required for proper completion of the work as directed by Engineer-in-charge. as new item 14 +11(ii) = 820+35x1.8=883 14 Dewatering of water i/c all comp of work 15 S/F Inauguration sign board with all complition. 16 gst 18%

Key Value

Document Fees
INR 711 /-
Tender Value
INR 3.01 Lakhs /-

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