Tender For Various Works Related To Infrastructure Development, agra-Uttar Pradesh

Tender For Various Works Related To Infrastructure Development; 1 Water Line With Ugt 2 Excavationin Ordinary Soil Including Lift Upto 1.5M And Lead Upto 50M Filling, Water And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into Plinth And Disposal Of Surplus Earth Upto A Distance Of 50M From The Centre Of The Foundation Trenches. 3 0.0 M To 1.5 M 4 0.0 M To 1.5 M 5 1.5 M To 3.0 M ( 30% Extra ) 6 0.0 M To 1.5 M 7 1.5 M To 3.0 M ( 30% Extra ) 8 Demolishing R.C.C. Work Manually / By Mechanical Means Includingstacking Of Steel Bars And Disposal Of Unserviceable Material Within50 Metres Lead As Per Direction Of Engineer - In- Charge 9 Demolishing R.B. Work Manually / By Mechanical Means Includingstacking Of Steel Bars And Disposal Of Unserviceable Material Within50 Metres Lead As Per Direction Of Engineer-In- Charge. 10 Shifting / Carraigeof Demolisshing Material Rcc / Rblime, Moorum, Building Rubbish , Excavated Rock Etc Up 5 Km 11 Providing And Laying In Position Cement Concrete Of 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 12 For Depth 0-1.5M 13 Extra Depth 1.5-3.0 M 14 Sbc Safe Bearing Capacity Of Soil 15 Provide All Materials, Labour, T&P Etc. Complete And Construct Pump House Size ( 3.6X3.0X3.0 ) M Chlorinating Room Size ( 2.0X1.8X3.0 ) M As Per Departmental Type Design And Drawing ( Drawing No-D-2 ) And As Per The Specifications For Civil Work Given In The Bid Document, Including Supply Of All Material, Labour And T&P Etc Complete As Per Instructions Of Engineer -In - Charge. 16 Supplying And Filling In Plinth With Gomti Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete 17 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge. All Works Above Plinth Level. 18 Providing And Laying Water Proofing Treatment On Roofs / Slabs / Vertical / Horizontal Wall Byapplying Cement Slurry Mixed With Water Proofing Cement Compoundconsisting Of Applying 19 Dismantling And Reinstatement Of The Following Type Of Road Surface With Old And New Materials Including Supply Of All Materials Labour T&P Etc. Required For Proper Completion Of The Work As Per Instructions Of Engineer -In -Charge. 20 Interlocking Road 21 C.C. Road 22 Provid And Fixfor Close Timbering Below Ground Level With 50 Mm. Thick Country Wood Planks 150 Mm. X 75 Mm. Indian Sal Wood Walers And 125 Mm. Thick Sal Ballies. 23 Carting, Lowering Laying And Jointing With Sbr Ruber Gasketsd.I. K-7 / D.I. K-9 Of Various Classes With Di / Ms Specials Of Following Diameter In Proper Position, Grade And Alignment As Directed By Engineer In-Charge Including Conveyance Of Material From Stores To Site Of Work, Including Cost Of Jointing Materials And Rubber Rings Labour, Giving Hydraulic Testing Etc. Complete. Note : Only Sbr Rubber Gaskets To Be Used As Per Is-5382 And Is- 12820. 24 50 Mm Dia Gi Line 25 75 Mm Dia Di Pipe 26 150 Mm Dia Di Pipe 27 Supply Of Isi Marked S & Scentrifugally Cast ( Spun ) Ductileiron Pipes ( Class K-7 ) As Per Is : 8329-2000 Suitable For Push On Jointing By Compatible Rubber Gasket Confirming To Is : 9523 : 1980 At Divisional Store Including All Taxes 28 50 Mm Dia Gi Line 29 80Mm Dia Di Pipe 30 150 Mm Dia Di Pipe 31 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade On New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 32 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 33 Mild Steel And Medium Tensile Steel Bars 34 Providing And Erecting 1.00 Metre High Temporary Barricading At Siteas Per Drawing / Direction Of Engineer-In-Charge Which Includes Writing And Painting, Arrangement For Traffic Diversion Such As Trafficsignals During Construction At Site For Day And Night, Glow Lamps, Reflective Signs, Marking, Flags, Caution Tape As Directed By Theengineer-In- Charge. The Barricading Provided Shall Be Retained Inposition At Site Continuously I / Shifting Of Barricading From Onelocation To Another Location As Many Times As Required During Theexeculion Of The Entire Work Till Its Completion. Rate Include Itsmaintenance For Damages, Painting, All Incidentals, Labour Materials, Equipments And Works Required To Execute The Job. The BamCadingshall Not Be Removed Without Prior Approval Of Engineer-In-Charge. ( Noteone Time Payment Shall Be Made For Providing Barricadingfrom Start Of Work Till Completion Of Work I / Shifting. The Barricadingprovided Shall Remain To Be The Property Of The Contractor Oncompletion Of The Work ) 2 Earth Work In Excavation 35 Sitc Of Pumping Plant With Accessories At Cwr. 36 Supply Installation, Testing & Commissioning Of Pump Motor Set With Accessories For Clear Water Reservoir ( Cwr ) With2w +1S Capacity Includingsupply Of All Materials, Labour And T&P Etc Complete As Per Detailed Design And Drawing Supplied By The Contractor And Approved By The Compitent Authority . 37 V.T Pumps 15 Hp 38 Main Piping And Valves 39 Switch Gear 40 Installation Power Wiring Testing & Commissioning 41 Misc. Items 42 Construction Of 2 Nos Rebore Tubewell 43 Tube Well Of 300 Mm Size 110M / 100 M Deep Rebore Tubewell. 44 Drilling Of Bore Hole For Tubewell Construction By Dc Rig Machine Including Transportation Erection, Dismantaling Of Rig And Assosiated T&P Complete In All Respect Including Required All Material, Labour Etc. 45 Transportation Erection, Dismantaling Of Rigmachine 46 Dc Drilling Upto 100 Mtr. 600 Mm Dia Bore Hole 47 Dc Drilling Upto 100 Mtr. Bgl To 110 Mtr. Bgl 600 Mm Dia Bore Hole 48 Devlopment / Flushing Of Tubewell 49 Logging Of Bore Hole By Department 50 Tubewell Assembly 51 M / S Tubewell Assembly With All Required Parts Like Plain, Slotted Pipe ( As Required Upto 50% Of Plain Pipes ) Rings, Well Cap Bail Plug, Clamp, Reducer, Central Guide, Support Structure Etc. As Required & As Per Typed Design Complete In All Respect. 52 300 Mm Dia M.S Pipe 7.1 Mm Thick 53 Lowering Of Tubewell Assembly Duly Welded Including Welding Electode And Shrouding Of Pea Gravel Complete In All Respect. 54 Lowering Up To 100 Mtr Deep 55 Pea Gravel 56 Supply Of 1.6 Mm To 4.8 Mm Size Pea Gravel Of Lal Kuwan Quarry Duly Screened, Washed And Stacked At Site. 57 Development Of Tubewell By 350 Psi Air Compressor. 58 Transportation Erection, Dismantaling Of Aircompressor 59 Development Of Tubewell By 350 Psi Air Compressor Upto 50 Hours 60 Development Of Tubewell By 3 Cusec Capacity O.P. Unit 61 Transportation Erection, Dismantaling Of O.P. Unit 62 Development Of Tubewell Byo.P. Unit Upto 150 Hours 63 Testing 64 Yield Test Of Tubewell Alongwith Chemical And Bacteriologicalanalysis Of Tube WellS Water. 65 Pumping Plant 66 Sitcof Pumping Plant Including Starter, Control Panel, Cable, Complete In All Respect With All Required Material T&P Labour Etc. 67 15 H.P 68 Sitc Of Main & Valve With 24 Mtr.Colomn Pipe, Elecrtronic Type Chlornating Plant Power Wiring, Earthing, Printing, Tools Sets, Wiring Of Pump House ( Internal & External ) Chain Pully B Lock And Gaues Complete In All Resect With All Required Material, T&P Labour. 69 100 Mm Dia Size 70 3 Mtr, Long Heavy Duty Column Pipe Same As Above ( Spare ) 71 100 Mm Dia Size 72 Power Connection From Existing T / W Including Conduilt 73 Rising Main 74 Supply Of Isi Marked S&Scentrifugally Cast ( Spun ) Ductileiron Pipesas Per Is : 8329-2000 Suitable For Push On Jointing By Compatible Rubber Gasket Confirming To Is : 9523 : 1980 At Divisional Store Including All Taxes 75 150 Mm Dia Pipe D.I. K7 76 Supply Of Specials For Above D.I. Pipesat Divisional Store. 77 Earthwork In Excavation In Pipe Linewith Lift Upto 1.5 M. And Lead Upto 50M. Including Filling Back, Watering, Ramming Of Excavated Earth Into Trenches And Disposal Of Surplus Earth Within 50 Metre With Display Of Flags, Caution Boards, Fencing, Lighting, Watching Etc Complete. 78 In Kankar Mixed Soil 79 Carting From Store ( Upto 8Km. Or Within Municipal Limit Which Is More ) Following Sizes Of D.I. Pipes, Specials Fittings Etc. To The Site Of Work. Lowering The Same Into Trenches And Laying To True Alignment And Gradient Including Testing Of Pipe Lines, Cutting Of Pipes For Making Joints. 80 150 Mm Dia Pipe D.I. K7 81 Making Ofrubber Gasket Tyton Joint Of Nominal Dia D.I., C.I. S&S Pipes ( And Specials All Classes ) Including Testing Etc. Complete ( Excluding Cost Of Rubber Gasket And Trenching ) . 82 150 Mm Dia Pipe D.I. K7 83 Supply Of Following Sizes Of Cid / F Non Rising G.M. Spindle Type Sluice Valve / Scour Valvewith Cap. Class-10 ( Working Pressure 10Kg / Sqcm ) Confirming To Is:14846:2000 At Divisional Store. 84 150 Mm Dia 85 Carting Of Sluice Valves / Scour Valve From Store To Site Of Works ( Upto 8Km. Or Within Municipal Limit Which Is More ) Offollowing Sizes To Site Of Work, Lowering In Already Prepared Trenches And Fixing Them In Position , Making Flange Joints Including Supply Of All Materials Such As Bolts, Nuts, Rubber Insertion, White Lead, Testing Etc . Complete. 86 Sluice Valve 87 150 Mm Dia 88 Supply Of All Materials, Labour, T&P Etc. And Construction Of Sluice Valve / Scour Valve Chamber As Per Type Design. 89 Masonry Type With Rcc Cover ( More Than 125 Mm Dia Valve ) 90 Provision Of Construction Of Rcc Thrust Block Of Grade M-20 For Water Hammer At Bends Of Pipe. 91 Supply Of Reinforcement Including Cutting Bending Etc Complete For Surface Reinforcement. 92 Dismantling And Temporary Reinstatement Of Following Type Of Road Surface Including Sorting Out And Stacking Of Serviceable Materials And Disposal Of Unserviceable Materials Upto Distance Of 50M. And Also Including Temporary Reinstatement Of Road By Old Materials. 93 Bituminous Road 94 Reinstatement Ofroad Including All Materials, Labours, T & P Etc. Required For Proper Completion Of The Work As Per Direction Of Engineer-In-Charge And Uppwd Specification. 95 Bituminous Road 96 Making Flange Jointing In C.I. / D.I. Pipes And Specials Including Cost Of Nut Bolt And Rubber Packing & Inserting Etc. Required For Proper Completion Of Work Including Supply Of All Labour T & P Etc. Complete. 97 150 Mm Dia Pipe D.I. K7 98 Site Clearance And Unforseen Items. 99 Construction Of Gurder Piller

INR 11800 /-

INR 983000.0 /-

INR 4.91 Crore /-

Name of Work: Various Works

Sl. No.	Item Description
1	Water Line with UGT
2	Excavationin ordinary soil including lift upto 1.5m and lead upto 50m filling, water and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into plinth and disposal of surplus earth upto a distance of 50m from the centre of the foundation trenches.
3	0.0 m To 1.5 M
4	0.0 m To 1.5 M
5	1.5 m To 3.0 M (30% Extra )
6	0.0 m To 1.5 M
7	1.5 m To 3.0 M (30% Extra )
8	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge
9	Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge.
10	Shifting /Carraigeof demolisshing material RCC/RBLime, moorum, building rubbish ,Excavated rock etc up 5 km
11	Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level
12	For Depth 0-1.5m
13	Extra Depth 1.5-3.0 m
14	SBC Safe Bearing capacity of soil
15	Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.0x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in - charge.
16	Supplying and filling in plinth with Gomti sand under floors, including watering, ramming, consolidating and dressing complete
17	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level.
18	Providing and laying water proofing treatment on roofs / slabs /vertical /horizontal wall by applying cement slurry mixed with water proofing cement compound consisting of applying
19	Dismantling and Reinstatement of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.
20	Interlocking Road
21	C.C. Road
22	Provid and fixfor close timbering below ground level with 50 mm. Thick country wood planks 150 mm. X 75 mm. Indian sal wood walers and 125 mm. Thick sal ballies.
23	Carting, Lowering laying and jointing with SBR ruber gasketsD.I. K-7/ D.I. K-9 of various classes with DI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820.
24	50 mm dia GI Line
25	75 mm Dia DI Pipe
26	150 mm Dia DI Pipe
27	Supply of ISI marked S & SCentrifugally Cast (Spun) DuctileIron pipes (Class K-7) as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at divisional store including all taxes
28	50 mm dia GI Line
29	80mm Dia DI Pipe
30	150 mm Dia DI Pipe
31	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work (two or more coats) over and including water thinnable priming coat with cement primer.
32	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
33	Mild steel and Medium Tensile steel bars
34	Providing and erecting 1.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/ shifting of barricading from one location to another location as many times as required during the execulion of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The bam"cading shall not be removed without prior approval of Engineer-in-Charge. (NoteOne time payment shall be made for providing barricading from start of work till completion of work i/ shifting. The barricading provided shall remain to be the property of the contractor on completion of the work) 2 Earth work in excavation
35	SITC Of pumping plant with Accessories at CWR.
36	Supply Installation, Testing & commissioning of pump motor Set with Accessories for Clear Water Reservoir (CWR) with2W +1S Capacity includingsupply of all materials, labour and T&P etc complete as per detailed design and drawing supplied by the contractor and approved by the compitent authority .
37	V.T Pumps 15 HP
38	Main Piping and Valves
39	Switch Gear
40	Installation Power wiring testing & Commissioning
41	Misc. Items
42	Construction of 2 Nos Rebore Tubewell
43	Tube well of 300 mm size 110M/100 M deep Rebore Tubewell.
44	Drilling of bore hole for Tubewell construction by DC Rig Machine including transportation erection, dismantaling of Rig and assosiated T&P complete in all respect including required all material, labour etc.
45	Transportation Erection, Dismantaling of RigMachine
46	DC Drilling upto 100 Mtr. 600 MM Dia Bore hole
47	DC Drilling upto 100 Mtr. BGL to 110 Mtr. BGL 600 MM Dia Bore hole
48	Devlopment / Flushing of tubewell
49	Logging of bore hole by department
50	Tubewell Assembly
51	M/S tubewell assembly with all required parts like plain, slotted pipe ( as required upto 50% of plain pipes) rings, well cap bail plug, clamp, reducer, central guide, support structure etc. as required & as per typed design complete in all respect.
52	300 MM Dia M.S Pipe 7.1 MM thick
53	Lowering of tubewell assembly duly welded including welding electode and shrouding of pea Gravel complete in all respect.
54	Lowering up to 100 Mtr Deep
55	Pea Gravel
56	Supply of 1.6 mm to 4.8 mm size Pea Gravel of Lal Kuwan quarry duly screened, washed and stacked at site.
57	Development of tubewell by 350 PSI air compressor.
58	Transportation Erection, Dismantaling of aircompressor
59	Development of tubewell by 350 PSI air compressor upto 50 hours
60	Development of tubewell by 3 cusec capacity O.P. Unit
61	Transportation Erection, Dismantaling of O.P. Unit
62	Development of tubewell byO.P. Unit upto 150 hours
63	Testing
64	Yield test of tubewell alongwith chemical and bacteriologicalanalysis of tube well"s water.
65	Pumping Plant
66	SITCof Pumping Plant including starter, Control Panel, Cable, complete in all respect with all required material T&P labour etc.
67	15 H.P
68	SITC of Main & Valve with 24 Mtr.Colomn pipe, Elecrtronic type Chlornating plant Power wiring, earthing, printing, Tools sets, wiring of Pump house (internal & External) Chain Pully b lock and gaues complete in all resect with all required material, T&P labour.
69	100 MM Dia Size
70	3 Mtr, Long heavy duty Column Pipe same as above (spare)
71	100 MM Dia Size
72	Power connection from existing T/W including conduilt
73	Rising Main
74	Supply of ISI marked S&SCentrifugally Cast (Spun) DuctileIron pipesas per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at divisional store including all taxes
75	150 mm dia pipe D.I. K7
76	Supply of specials for above D.I. pipesat divisional store.
77	Earthwork in excavation in pipe linewith lift upto 1.5 m. and lead upto 50m. Including filling back, watering, ramming of excavated earth into trenches and disposal of surplus earth within 50 metre with display of flags, caution boards, fencing, lighting, watching etc complete.
78	In kankar mixed soil
79	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.
80	150 mm dia pipe D.I. K7
81	Making ofrubber gasket tyton joint of nominal dia D.I., C.I. S&S pipes (and specials all classes) including testing etc. complete (excluding cost of rubber gasket and trenching).
82	150 mm dia pipe D.I. K7
83	Supply of following sizes of CID/F non rising G.M. spindle type sluice valve/scour valvewith cap. Class-10 (working pressure 10kg/sqcm) confirming to IS:14846:2000 at divisional store.
84	150 mm dia
85	Carting of sluice valves / scour valve from store to site of works (upto 8Km. or within municipal limit which is more) offollowing sizes to site of work, lowering in already prepared trenches and fixing them in position ,making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc . complete.
86	Sluice valve
87	150 mm dia
88	Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design.
89	Masonry type with RCC cover (more than 125 mm dia valve)
90	Provision of construction of RCC thrust block of grade M-20 for water hammer at bends of pipe.
91	Supply of reinforcement including cutting bending etc complete for surface reinforcement.
92	Dismantling and temporary reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
93	Bituminous Road
94	Reinstatement ofRoad including all materials, labours, T & P etc. required for proper completion of the work as per direction of Engineer-in-charge and UPPWD specification.
95	Bituminous Road
96	Making Flange jointing in C.I. /D.I. pipes and specials including cost of nut bolt and rubber packing & inserting etc. required for proper completion of work including supply of all labour T & P etc. complete.
97	150 mm dia pipe D.I. K7
98	Site clearance and unforseen items.
99	Construction of Gurder Piller