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Tender For Maintenance Of Park (C/O Pathway In Lig Block B2 Park Sector-71) Noida - Earth Work In Excavation By Mechanical Means (Hydraulic Excavator/Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm. On Plan) Including , noida-Uttar Pradesh

New Okhla Industrial Development Authority has published Tender For Maintenance Of Park (C/O Pathway In Lig Block B2 Park Sector-71) Noida - Earth Work In Excavation By Mechanical Means (Hydraulic Excavator/Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm. On Plan) Including . Submission Date for this Tender is 26-06-2025. Gardening Tenders in noida Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

49621351
Tender For Maintenance Of Park (C/O Pathway In Lig Block B2 Park Sector-71) Noida - Earth Work In Excavation By Mechanical Means (Hydraulic Excavator/Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm. On Plan) Including
Tender
Indian
Uttar Pradesh
Noida
26-06-2025

Tender Details

Tender For Maintenance of Park (C/O Pathway In Lig Block B2 Park Sector-71) Noida - Earth work in excavation by mechanical means (Hydraulic excavator/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.The contractor has detect different utilities like sewer lne, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-charge. 2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 3 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 infoundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) 4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 insuperstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) 5 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m. 6 Earth work in embankment in ordinary soil embankment to be in 20cm layer breaking clods. Watering rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne including 1.5m lift and all lead including cartage of earth by mechanical transportion and all T&P labour etc. required for proper completion of work (Earth shall be arranged by the contractor at his own cost from out side of NOIDA). 7 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone 8 12 mm cement plaster of mix:1:4 (1 cement : 4 coarse sand) 9 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). 10 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove 11 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : One or more coats on old work 12 S/F Gemtrack cast Iron bench made up of 13 MS square tubes (50mmx25mm) in length of 1500 MM size plan stand/Legs Gemtrack Thickness of Stand/Leg-22mm Bench type-Interated seat and back weight bearing capacity in Kg-170 Minimum weight of cast iron-22 minimum weight of square tubes (in Kg)-12 Total Height + 10 mm - 600 mm from ground level width + 10 mm -400 mm Seat height + 10 mm - 355 mm from groun levelTotal area required + 10mm -1410mmx710mm Colour of stand, Black Colour Cast iron support finish coated with a rust high bidding paint 01 year warranty Self Propelled Tree23895.00-18% GST =20250.00

Key Value

Document Fees
INR 1416 /-
EMD
INR 23900.0 /-
Tender Value
INR 10.12 Lakhs /-
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