Tender For Improvement And Development Of All Internal Lanes And Road In Y-Block Mangolpuri From Y/848-Y/1569,Y/753-Y/1664,Y/692-Y/1725,Y/800-Y/777,Y/825-Y/776,Y/837-Y/764,Y/1592-Y/1641,Y/1593-Y1616,Y/1581-Y/1652,Y/752-Y/693,Y/723-Y/737,Y/738-Y/707,Y/1679, rohini-Delhi

Improvement And Development Of All Internal Lanes And Road In Y-Block Mangolpuri From Y / 848-Y / 1569, Y / 753-Y / 1664, Y / 692-Y / 1725, Y / 800-Y / 777, Y / 825-Y / 776, Y / 837-Y / 764, Y / 1592-Y / 1641, Y / 1593-Y1616, Y / 1581-Y / 1652, Y / 752-Y / 693, Y / 723-Y / 737, Y / 738-Y / 707, Y / 1679-Y / 1710, Y / 1709-Y / 1695, Y / 1665-Y / 1725, Y / 645-Y / 668, Y / 681-Y / 608, Y / 669-Y / 620, Y / 1748-Y / 1797, Y / 1749-Y / 1772, Y / 1736-Y / 1809 By Providing Rmc And Other Items In Ward 42 Mangolpuri, Rz.-Improvement And Development Of All Internal Lanes And Road In Y-Block Mangolpuri From Y / 848-Y / 1569, Y / 753-Y / 1664, Y / 692-Y / 1725, Y / 800-Y / 777, Y / 825-Y / 776, Y / 837-Y / 764, Y / 1592-Y / 1641, Y / 1593-Y1616, Y / 1581-Y / 1652, Y / 752-Y / 693, Y / 723-Y / 737, Y / 738-Y / 707, Y / 1679-Y / 1710, Y / 1709-Y / 1695, Y / 1665-Y / 1725, Y / 645-Y / 668, Y / 681-Y / 608, Y / 669-Y / 620, Y / 1748-Y / 1797, Y / 1749-Y / 1772, Y / 1736-Y / 1809 By Providing Rmc And Other Items In Ward 42 Mangolpuri, Rz., Dsr 2018 And Approved Items. 1 Imp. Dev. Of Lanes 2 15.7.4:Demolishing Brick Work 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 15.2.1:Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 4 19.19.3.1:Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality.H D - 20Circular Shape 560 Mm Internal Diameter 5 19.26.4:Raising Manhole Cover And Frame Slab To Required Level Including Dismantling Existing Slab And Making Good The Damage As Required ( Raising Depth Of Manhole To Be Paid Separately :Circular Manhole 140 Cm Dia With Circular Cover 600 Mm Dia Of Grade Ehd - 35 6 16.64:Providing And Laying 75 Mm Thick Compacted Bed Of Dry Brick Aggregate Of 40 Mm Thick Nominal Size Including Spreading, Well Ramming, Consolidating And Grouting With Jamuna Sand, Including Finishing Smooth Etc.Complete As Per Direction Of Engineer-In- Charge. 7 110.14.2:Providing And Laying Design Mix Cement Concrete Of M 30 Grade, In Roads Or Taxi Tracks Or Runways, Using Cement Content As Per Design Mix, Using Coarse Sand And Graded Stone Aggregate Of 20 Mm Nominal Size In Appropriate Proportions As Per Approved And Specified Design Criteria, Providing Dowel Bars With Sleeve / Tie Bars Wherever Required, Laying At Site, Spreading And Compacting, Mechanically By Using Needle And Surface Vibrators, Levelling To Required Slope / Camber, Finishing With Required Texture, Including Steel Form Work With Sturdy Ms Channel Sections, Curing, Making Provision For Contraction / Expansion, Construction And Longitudinal Joints ( 10 Mm Wide X 50 Mm Deep ) By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Complete All As Per Direction Of Engineer-In- Charge ( Item Of Joint Fillers, Sealants, Dowel Bars With Sleeve / Tie Bars To Be Paid Separately ) Note: Cement Content Considered In M 30 Is @ 340 Kg / Cum. Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately.Cement Concrete Manufactured In Automatic Batching Plant ( Rmc Plant ) I / C Transportation To Site In Transit Mixer. 8 110.12:P / F Precast R.C.C. Stab / Grating 70Mm Thick Manufactured With Cc 1:2:4 ( 1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size ) Reinforced With 96 Kg / M3 Of R.C.C Including Lapping All Four Side With M.S. Sheet 1.6 Mm Thick & Fixing In Position Complete. ( Drain Covers With Or Without Holes ) 9 6.1.1:Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 10 13.7.1:12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix:1:3 ( 1 Cement : 3 Fine Sand ) 11 15.3:Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material With In 50 Metres Lead As Per Direction Of Engineer -In-Charge. 12 5.1.2:Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level:1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 13 5.9.3:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 14 5.22.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More 15 110.10:Providing And Fiving Name Board Made Of Ms Sheet 90X60cm, 1Mm Thick With Frame Of Ms Angle 50X50x6mm, Two Diagonal Braces At The Back Of The Sheet Of Ms Flat 40X6mm, Total Height Of The Board Above Ground Level 2.40M, Length Of Legs Below Ground 0.30M Embedded In Cc Block 1:2:4 ( 1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20Mm Nominal Size ) 30X30x45cm Including Excavation And Removal Of Surplus Earth With In 50M Lead, Applying Priming Coat Of Approved Steel Primer, Painting With Synthetic Enamel Paint Of Approved Quality And Lettering With Enamel Paint Of Approved Colour ( One Side ) As Per Drawing / Direction Of Engineer-In-Charge 16 110.25.2:Excavation In Nalla / Drains In Running Condition Including Taking Out And Disposal Of Excavated Silt / Sludge / Rubbish / Earth Mixed Malba Etc. From The Drain, Culvert And Other Similar Conditions Under Sumberged / Foul Condition Within 50 Metre Lead And 1.5 M Lift, Blocking Drain In The Required Length By Placing Sand Filled Bags And Pumping Out Water Including Removal Of Stone, Brick Bats, Cloating Material Etc. Before Excavation. B ) Covered Nalla Including Removal Of Manhole Cover / Precast Rcc Slabs Etc And Refixing / Placing After Desilting 17 1.1.3_03:Disposal Of Materials By Mechanical Transportincluding Loading , Unloading And Stacking Manure Or Sludgefor Lead 3 Km 18 10.28: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-In-Charge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ) 19 4.1.10: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 ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 20 15.60: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 21 16.46.1:Providing And Laying In Position Bitumen Hot Sealing Compound For Expansion Joints Etc. Using Grade A Sealing Compound.

INR 1000 /-

INR 158850.0 /-

INR 79.40 Lakhs /-

Work Name: Improvement and Development of all internal lanes and road in Y-Block Mangolpuri from Y/848-Y/1569,Y/753-Y/1664,Y/692-Y/1725,Y/800-Y/777,Y/825-Y/776,Y/837-Y/764,Y/1592-Y/1641,Y/1593-Y1616,Y/1581-Y/1652,Y/752-Y/693,Y/723-Y/737,Y/738-Y/707,Y/1679-Y/1710,Y/1709-Y/1695,Y/1665-Y/1725,Y/645-Y/668,Y/681-Y/608,Y/669-Y/620,Y/1748-Y/1797,Y/1749-Y/1772,Y/1736-Y/1809 by providing RMC and other items in Ward 42 Mangolpuri, RZ.-Improvement and Development of all internal lanes and road in Y-Block Mangolpuri from Y/848-Y/1569,Y/753-Y/1664,Y/692-Y/1725,Y/800-Y/777,Y/825-Y/776,Y/837-Y/764,Y/1592-Y/1641,Y/1593-Y1616,Y/1581-Y/1652,Y/752-Y/693,Y/723-Y/737,Y/738-Y/707,Y/1679-Y/1710,Y/1709-Y/1695,Y/1665-Y/1725,Y/645-Y/668,Y/681-Y/608,Y/669-Y/620,Y/1748-Y/1797,Y/1749-Y/1772,Y/1736-Y/1809 by providing RMC and other items in Ward 42 Mangolpuri, RZ., DSR 2018 and approved items

Sl. No.	Item Description
1	Imp. Dev. of lanes
2	15.7.4:Demolishing brick work 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	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
4	19.19.3.1:Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality. H D - 20Circular shape 560 mm internal diameter
5	19.26.4:Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately :Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35
6	16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc.complete as per direction of Engineer-in- Charge.
7	110.14.2:Providing and laying design mix cement concrete of M 30 grade, in roads or taxi tracks or runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/tie bars wherever required, laying at site, spreading and compacting, mechanically by using needle and surface vibrators, levelling to required slope/camber, finishing with required texture, including steel form work with sturdy MS channel sections, curing, making provision for contraction/expansion, construction and longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in- charge (Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately) Note: Cement content considered in M 30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.
8	110.12:P/F precast R.C.C. stab/grating 70mm thick manufactured with CC 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) reinforced with 96 kg/m3 of R.C.C including lapping all four side with M.S. sheet 1.6 mm thick & fixing in position complete. (Drain covers with or without holes)
9	6.1.1:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
10	13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
11	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
12	5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
13	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
14	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
15	110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge
16	110.25.2:Excavation in nalla/drains in running condition including taking out and disposal of excavated silt/sludge/rubbish/earth mixed malba etc. from the drain, culvert and other similar conditions under sumberged/foul condition within 50 metre lead and 1.5 m lift, blocking drain in the required length by placing sand filled bags and pumping out water including removal of stone, brick bats, cloating material etc. before excavation. b) Covered nalla including removal of manhole cover/precast RCC slabs etc and refixing/placing after desilting
17	1.1.3_03:Disposal of materials by mechanical transportincluding loading ,unloading and stacking Manure or sludgefor lead 3 km
18	10.28: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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
19	4.1.10: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 (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
20	15.60: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
21	16.46.1:Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound.