Delhi Development Authority-DDA has published M/O Park Plantation Truck And Other Equipment For Hort Wing . . Raising Of Groundwater Table By Rainwater Harvesting System Making Collection Pits And Other Civil Works In Coronation Park At Burari Road ( Under Jal Shakti Abhiyan- 2 ) . . Submission Date for this Tender is 01-07-2021. Civil Work Tenders in LAWRENCE ROAD Delhi. Bidders can get complete Tender details and download the document.
| Name of Work: M/o Park Plantation Truck and other Equipment for Hort Wing. . S.H.:- Raising of groundwater table by Rainwater Harvesting System making collection pits and other civil works in Coronation Park at Burari Road(under Jal Shakti Abhiyan- 2). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.\na)All kinds of soil\n | BI01010001010000000000000515BI0100001113 | 52 | cum |
| 2 | 2 | Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m, including getting out the excavated soil, and then returningthe soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m :\na)Pipes, cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia | BI01010001010000000000000515BI0100001114 | 210 | meter |
| 3 | 3 | 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. \n | BI01010001010000000000000515BI0100001115 | 2 | cum |
| 4 | 4 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. \n | BI01010001010000000000000515BI0100001116 | 23 | sqm |
| 5 | 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\na)Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) \n | BI01010001010000000000000515BI0100001117 | 0.5 | cum |
| 6 | 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | BI01010001010000000000000515BI0100001118 | 572 | Sqm |
| 7 | 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level :\na)1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001119 | 15 | Cum |
| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level :\na) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001120 | 3 | Cum |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form work for :\na) Foundations, footings, bases for columns. | BI01010001010000000000000515BI0100001121 | 21 | Sqm |
| 10 | 10 | Brick work with lime fly ash F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\na) Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001122 | 23 | Cum |
| 11 | 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\na) Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001123 | 18 | Cum |
| 12 | 12 | 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). | BI01010001010000000000000515BI0100001124 | 621 | sqm |
| 13 | 13 | 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:\na.) 15 mm wide and 15 mm deep groove. | BI01010001010000000000000515BI0100001125 | 1245 | Metre |
| 14 | 14 | 12 mm cement plaster of mix :\na) 1:6 (1 cement: 6 coarse sand) | BI01010001010000000000000515BI0100001126 | 239 | sqm |
| 15 | 15 | 12 mm cement plaster finished with a floating coat of neat cement ofmix :\na)1:4 (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001127 | 58 | Sqm |
| 16 | 16 | 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.\na) Red sand stone.\n | BI01010001010000000000000515BI0100001128 | 23 | sqm |
| 17 | 17 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc. complete :\na)300 mm dia. R.C.C. pipe. | BI01010001010000000000000515BI0100001129 | 210 | meter |
| 18 | 18 | Providing and placing in position in position of SFRC Drain Cover of thickness 100 mm thick medium duty perforated type of approved make completed as per direction of Engineering incharge. | BI01010001010000000000000515BI0100001130 | 175 | sqm |
| 19 | 19 | Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :\na)Two or more coats on new work | BI01010001010000000000000515BI0100001131 | 239 | sqm |
| 20 | 20 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.\nA) All types of soil\na)300 mm dia | BI01010001010000000000000515BI0100001132 | 30 | meter |
| 21 | 21 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.\na) 150 mm nominal size dia. | BI01010001010000000000000515BI0100001133 | 20 | meter |
| 22 | 22 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001134 | 2 | cum |
| 23 | 23 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001135 | 2 | cum |
| 24 | 24 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. | BI01010001010000000000000515BI0100001136 | 2 | cum |
| 25 | 25 | Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessarybolts & nuts of required size complete.a)150 mm clamp | BI01010001010000000000000515BI0100001137 | 1 | each |
| 26 | 26 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | BI01010001010000000000000515BI0100001138 | 87 | cum |
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