New Delhi Municipal Council-NDMC has published Providing And Laying Cross Drainage System For The Jogging Track Of Nehru Park Including Its Aside Profile Corrections Etc . In Nehru Park Chanakyapuri , New Delhi . Drainage Improvement Plan In R-Iv Division Area . Sub-Head-Providing And Laying Cros. Submission Date for this Tender is 31-07-2020. Drainage Tenders in NDMC AREA Delhi. Bidders can get complete Tender details and download the document.
| Name of work:-Drainage Improvement Plan in R-IV Division area. SH:-Providing and laying cross drainage system for the jogging track of Nehru Park including its aside profile corrections etc. in Nehru Park, Chanakyapuri, New Delhi. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in surface excavation not exceeding 15 cm in depth but exceeding 1.5metre in width as well as 10 square metre on plan including disposal of excavated earth lead upto 50 metre and lift upto 1.5 metre. | BI01010001010000000000000515BI0100001113 | 3686 | Square Metre |
| 2 | 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed :\n All kinds of soil | 6516 | Square Metre | |
| 3 | 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil ,Pipes, cables etc. exceeding 300 mm dia but not\nexceeding 600 mm | 136 | Metre | |
| 4 | 4 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (blasting prohibited)Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia | 91 | Metre | |
| 5 | 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil ,Pipes, cables etc. exceeding 80 mm dia. but not\nexceeding 300 mm dia | 165 | Metre | |
| 6 | 6 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Hard rock (blasting prohibited)Pipes, cables etc. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | 110 | Metre | |
| 7 | 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per Direction of Engineer - in - charge.\n(a)Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 1 | Cubic Metre | |
| 8 | 8 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per Direction of Engineer - in - charge.\n(a)Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1 | Cubic Metre | |
| 9 | 9 | Dismantling stone / CC slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material\nwithin 50 metres lead. | 1 | Square Metre | |
| 10 | 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 287 | Cubic Metre | |
| 11 | 11 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.\nHard rock (blasting prohibited) | 191 | Cubic Metre | |
| 12 | 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (Manufactured Sand ) upto 100% : 10 graded stone aggregate 20 mm nominal size Recycled aggregate upto 100%)\n | 72 | Cubic Metre | |
| 13 | 13 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar | 3 | Cubic Metre | |
| 14 | 14 | Constructing brick masonry circular road gully chamberof 560mm internal dia meter depth 60cm with F.P.S brick of class designation 75 in cement in cement mortar 1:4 ( 1 cement : 4 coarse sand ) over a bed concrete of 115mm dia and 15cm thick of mix 1:5:10 (1 cement :5 fine sand: 10 graded stone aggregate 40mm nominal size) inside cement plaster 12mm thick thick with cement mortar 1;3 (1 cement : 3 coarse sand) and including providing to special specification / condition for fibre reinforced precast R.C.C gully grating cover frame to IS-592 (part-I) part-II with upto including fixing and embedding the frames in 15cm cement concrete as per direction of Engineer-in-charge. | 7 | Each | |
| 15 | 15 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) without testing of joints etc. complete:\n300 mm dia R.C.C. Pipe | 768 | Metre | |
| 16 | 16 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :\n450 mm dia. R.C.C. pipe | 211 | Metre | |
| 17 | 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\n(a)Cement mortar 1:6 (1 cement : 6 coarse sand) | 103 | Cubic Metre | |
| 18 | 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n(a) "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | 33 | Cubic Metre | |
| 19 | 19 | 12 mm cement plaster of mix :\n(a)1:4 (1 cement: 4 coarse sand) | 229 | Square Metre | |
| 20 | 20 | Neat cement punning. | 287 | Square Metre | |
| 21 | 21 | Providing and fixing factory made SFRC Slab/Grating of required size of 70mm thick having galvanised M.S edging of minimum 2mm thick in full thickness of slab as per specification attached and upto entire satisfaction of engineer in charge and to be fixed in position length wise over existing drain including cleaning of existing edge/frame of drain . (The slab shall be capable of taking 5 tonne load) | 121 | Square Metre | |
| 22 | 22 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :\n(a) Cement mortar 1:6 (1 cement : 6 coarse sand) | 3 | Cubic Metre | |
| 23 | 23 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : \nFor pipes 350 to 450 mm diameter | 20 | Each | |
| 24 | 24 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate\n20mm nominal size). | 5 | square Metre | |
| 25 | 25 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 252 | Cubic Metre | |
| 26 | 26 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). \n | 300 | Kilogram | |
| 27 | 27 | Purchase and taken the dismantled material surviceable / unserviceable which to be received from the work and taken aye by the contractor on as and wereis basic for which cartage shall be born by the contractor himself and against these material payment shall be made by the contractor to the department or necessary recovery shall be made form the bill as per the quantities received for different materials \n(a) Hard Rock | 138 | Cubic Metre | |
| 28 | 28 | Supplying and stacking at site. Good earth | 244 | Cubic Metre | |
| 29 | 29 | Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads)\n(a) Earth | 244 | Cubic Metre | |
| 30 | 30 | Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads)\n(a)Bricks | 52345 | Per 1000 Nos. | |
| 31 | 31 | Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads)\n(a) Cement Concrete (1:2:4) | 33 | Cubic Metre | |
| 32 | 32 | Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads)\n(a) Cement Concrete (1:5:10) | 73 | Cubic Metre | |
| 33 | 33 | Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads)\n(a) R.C.C Pipe 300mm dia | 768 | Per 100 Metre | |
| 34 | 34 | Carriage of Material by Manual Labour including loading, unloading from out side of park to inside of park at required site (for all leads)\n(a) R.C.C Pipe 450mm dia | 211 | Per 100 Metre | |
| 35 | 35 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). | 244 | Cubic Metre |
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