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Estimate For Rehablitation Of Amrala Minor By Concrete Lining - Items For Concrete Lining :-Ordinary Jungle Clearance Of Both Banks Of Distributaries, Minors And Drains With Discharge Upto 9 Cs Including Boundary Road ( Discharge Upto 1.5 Cum / S ) 2, fatehgarh-Punjab

Water Resources Department-WRD has published Estimate For Rehablitation Of Amrala Minor By Concrete Lining - Items For Concrete Lining :-Ordinary Jungle Clearance Of Both Banks Of Distributaries, Minors And Drains With Discharge Upto 9 Cs Including Boundary Road ( Discharge Upto 1.5 Cum / S ) 2. Submission Date for this Tender is 12-10-2022. Earth Moving Machinery Tenders in fatehgarh Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

34135525
Estimate For Rehablitation Of Amrala Minor By Concrete Lining - Items For Concrete Lining :-Ordinary Jungle Clearance Of Both Banks Of Distributaries, Minors And Drains With Discharge Upto 9 Cs Including Boundary Road ( Discharge Upto 1.5 Cum / S ) 2
Open Tender
Indian
Punjab
fatehgarh
12-10-2022

Tender Details

Estimate For Rehablitation Of Amrala Minor By Concrete Lining - Items For Concrete Lining :-Ordinary Jungle Clearance Of Both Banks Of Distributaries, Minors And Drains With Discharge Upto 9 Cs Including Boundary Road ( Discharge Upto 1.5 Cum / S ) 2 Earthwork Excavation In Foundations Trenches Extra In All Kinds Of Soil Where Pick Jumper Work Is Not Involved And Not Exceeding 2.0 Meters Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Meters. 3 Excavation Of Soil ( Any Type ) Using Hydraulic Excavator Ck 90 Excavation With Hydraulic Excavator Of 0.9 Cum Capacity Including Cutting Trimming Bottom And Side Slopes In Accordance With Requirement Of Grades And Cross Sections, Including All Lift And Combined Lead Up To 30 Mtr. 4 Excavation Of Soil Using Hydraulic Exavator And Hydraulic Tractor Trolly Including Cutting And Loading In Trolly And Transporting To The Embankments Locations Location With All Lifts And Leads Avg Leads11.28 Km I / C First 1.39 Km Katcha 5 Extra For Laying Earth As Per Specification For Compaction In 20 Cm. Layers And Dressing Including The Cost Of Rolling And Watering As Per P.W.D Specifications. 6 Dressing Of Earth Work ( New ) 7 Earthwork For Lip Cutting For Irrigation Of Channel Inclusive Of All Allowances Leads And Dressing ( 0 To 1.5 Mtr Depth ) 8 Dressing And Preparation Of Sub Grade For Side Slopes. 9 Laying 1:3 ( Cement: Water ) Cement Slurry With Cement @ 2.25 Kg Per Sqmt On Prepared Bed & Side Slope Before Laying Concrete 10 Cement Concrete Lining 75 Mm Thick Or Less Laid Mannualy For Irrigation Channels Using Cement Concrete M-15 With Cement Contant 325 Kg Per Cum Mixed An Automatic Computerized Batching And Mixing Plant And Transported To The Site In Transit Mixers & With An Average Lead Of 1Km Including Supply , Carriage, Of Loading And Unloading Of Material Complete In All Respect ( For Trapozoidal Section And Cup Section Of All Radius ) ( For Bed & Side Slope ) 11 Cement Concrete Lining 75 Mm Thick Or Less Laid Mannualy For Irrigation Channels Using Cement Concrete M-15 With Cement Contant 325 Kg Per Cum Mixed An Automatic Computerized Batching And Mixing Plant And Transported To The Site In Transit Mixers & With An Average Lead Of 1Km Including Supply , Carriage, Of Loading And Unloading Of Material Complete In All Respect ( For Trapozoidal Section And Cup Section Of All Radius ) For Coping 12 Cement Concrete Lining 75 Mm Thick Or Less Laid Mannualy For Irrigation Channels Using Cement Concrete M-15 With Cement Contant 325 Kg Per Cum Mixed An Automatic Computerized Batching And Mixing Plant And Transported To The Site In Transit Mixers & With An Average Lead Of 1Km Including Supply , Carriage, Of Loading And Unloading Of Material Complete In All Respect ( For Trapozoidal Section And Cup Section Of All Radius ) For Sleeper 13 Dag Belling Single Kassi Stroke Minimum 7.5 Cm. Depth Complete In All Respectas Per Design / Drawing And Pwd Specifications 14 Filling Of Construction / Contraction Joints Sealing Compound Including Supply , Carriage, Of Material Complete In All Respectas Per Design / Drawing And Pwd Specifications 15 Filling Of Expansion Joints With Special Impervious Hot Pour 12.50 Mm Wide 16 Extra For Bitumen Painting @ 0.69 Kg Per Sqmt. Supplycarriage Of Material Complete In Allrespect 17 Providing & Laying150 Micron Polyethene Sheetover Sleeper 18 Shuttering For Faces Of Concrete Lining On Side Slopes And Bed Complete In All Respectas Per Design / Drawing And Pwd Specifications 19 Advance Direction Sign Board 1200X1800 Mm Rectangular As Per Irc 67- 2012 With High Intensity Microprismatic Grade Retro Reflective Sheeting As Per Astm D 4956 – 09 And As Per Irc 67 – 2012. 20 Items For Outlets ( Patrol / Non Patrol ) :-Earth Work Involved In Dismantling Of Outlet ’H’ Upto 0.50Mt. 21 Dismantling Of Apm Of Type Outlet Involved Dismantling Cement Masonry & Rcc Slab With ‘H’ Upto 0.50 Mt. 22 Adjusting New Apm Block In Correct ‘Y’ And Fixing In Position 23 C.C. 1:4:8 With Brick Ballast 40 Mm Gauge 24 Brick Masonry In 1:4 Csm 25 Rcc M20 For Slab 26 Bending Binding And Placing In Position Ctd Bars Fe 500 27 Extra Labour For Dressing Of Bricks For Outlet With ‘H’ Upto 0.50 Mt 28 Earth Work Involved In Dismantling Of Outlet ’H’ More Than 0.50 Mt But Up To 0.90 Mt 29 Dismantling Of Apm Of Type Outlet Involved Dismantling Cement Masonry & Rcc Slab With ‘H’ More Than 0.50 Mt But Up To 0.90 Mt 30 Items For Tail Cluster:-Earth Work In Excavation In Foundations Trenches Etc. In All Kinds Of Soil Where Pick-Jumper Work Is Not Involved And Not Exceeding 2.0 Metres Depth Including Dressing Of Bottom And Sides Of Trenches, Stacking The Excavated Soil Clear From The Edge Of Excavation And Subsequent Filling Around Masonry In 15 Cm, Layers With Compaction Including Disposal Of All Surplus Soil As Directed Within Lead Of 30 Metres. 31 Laying C.C 1:4:8 With Brick Ballast Including Cost Of Material 32 First Class Burnt Brick Work Laid In Cement Sand Mortar 1:4 In Foundation ) And Plinth 33 12.50 Mm Thick Cement Plaster 1:4 34 Rehandling Of E / Work 35 Items For Recharge Well:-Earthwork In Excavation Of Foundations Ofbridges, Culverts Building Including Handling Of Material With A Combined Lead Of 15 Metres Dressing Of Bed And Sides Stacking The Excavated Soil From The Edge Of Excavation And Subsequent Filling Around:-.For Ordinary Gravel Soil Involving Pick Work 36 Cement Concrete 1:4:8 ( B ) With Stone Aggregate 40Mm Gauge ( 2 ) Mixing By Mechanical Means Using Concrete Mixer Volumetric Type 37 First Class Burnt Brick Work Laid In Cement Sand Mortar 1:4 In Foundation And Plinth 38 12.5 Mm Thick Cement Plaster 1:4 39 Providing And Placing In Horizontal Layers Filtering Media Screened, Washed And Cleaned As Described Below:-Bajri ( Coarse ) Screened, Cleaned And Washed And Graded From 20Mm To 25Mm ( Frompathankot Or Approved Equivalent Quarry ) 40 Bajri Screened, Cleaned And Washed And Graded From 6Mm To 20Mm ( From Pathankot Or Approved Equivalent Quarry ) . 41 Coarse Sand Screened, Cleaned And Washed And Graded From 3Mm To 6Mm ( Frompathankot Or Approved Equivalent Quarry ) 42 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. ( C ) 400 Mm Dia. 43 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well, Unplasticized Pvc Medium Well Casing ( Cm ) Pipe Of Required Dia. Conforming To Is: 12818-2010 Including Required Hire And Labour Charges, Fitting And Accessories Etc. All Complete For All Depths As Per Direction Of Engineer-In-Charge. ( C ) 200Mm Nominal Size Dia. 44 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well, Unplasticized Pvc Medium Well Screen ( Rms ) Pipe With Ribs Conforming To Is: 12818- 2010 Including Required Hire And Labour Charges, Fitting And Accessories Etc. All Complete For All Depths As Per Direction Of Engineer-In-Charge. ( C ) 200Mm Nominal Size Dia. 45 Supplying At Quarry Site Of Gravel Of 1 / 16 To 1 / 8 Sizes Including Pouring And Packing In The Annular Space Between The Pipes Assembly And The Bore.The Gravel Should Be Free From Dust, Dirt Or The Vegetables Manner As Per Is 4097 / 1967 With Latest Amendments 46 Back Filling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawing And Techanical Specifications. ( A ) Granular Material 47 Supply And Fixing Of Well Cap Having Thread To Fix On Housing Pipe Complete In All Respects. ( C ) 200 Mm Internal Diameter 48 Supply And Fixing Of M.S. Clamp Of Size To 150 X 12 Mm Made Out Of Ms Flat 1.52 M Long Suitable To Fit Housing Pipe Including The Cost Nut And Bolts Of Suitable Size Complete In All Respects. 49 Development And Stabilizing Of The Tubewell With Air Compressor Of Required Capacity As Directed By The Engineer-In-Charge Including Cost Of Tools, Appliances & Consumable To The Satisfaction Of Engineer-Incharge. ( A ) Capacity Of Air Compressor 300 Cfm At 250 Psi 50 1.8 Meter High G.I. Barbed Wire Fencing With 2.4 Meter Angle Iron Posts 50X50x6mm Placed Every 3 Meters Centre To Centre 0.6 Meter Below Ground Level, Every 15Th Post, End Post, Corner Post Suitably Strutted And Provided With 12 Horizontal Lines And Two Diagonals Interwoven With Horizontal Wires Fixed With Gi Staples, Turn Buckles Etc. Including Foundation Concrete 1:2:4 Of Size 0.30X0.30X0.75M For Each Post Complete As Per Technical Clause 808 Of Mort&H Specifications 51 Iron Grated Doors, Including Pintle Hinges & Arrangements. 52 Providing And Laying 80 Mm Thick Factory Made Cement Concrete Interlocking Paving Blocks Of M40 Grade Manufactured By Block Making Machine Equipped With Steel Mould Clamped To A Strong Vibratory Table With Hydraulic Pressure For Compaction Of Concrete As Per Irc Sp 63 -2014 And Of Approved Size And Design / Shape Laid In Ordinary Grey Colour And Pattern Over And Including 40 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc, All Complete As Per Directions Of Engineer-Incharge. 53 Item For Boundary Pillars `:- Earthwork In Excavation Of Foundations Of Bridges, Culverts Building Including Handling Of Material With A Combined Lead Of 15 Metres Dressing Of Bed And Sides Stacking The Excavated Soil From The Edge Of Excavation And Subsequent Filling Around:-.For Ordinary Gravel Soil Involving Pick Work 54 Laying R.C.C. 1:2:4 ( M-15 ) Batch Mixed With Stone Ballast Or Shingle 55 Cement Concrete 1:4:8 56 Bending Binding And Placing In Position Steel Reinforcement 10Mm Dia Bars 57 Painting New Concrete Surface 58 Item Fordistance Marks :-Earthwork In Excavation Of Foundations Of Bridges, Culverts Building Including Handling Of Material With A Combined Lead Of 15 Metres Dressing Of Bed And Sides Stacking The Excavated Soil From The Edge Of Excavation And Subsequent Filling Around:-.For Ordinary Gravel Soil Involving Pick Work 59 Laying R.C.C. 1:2:4 ( M-15 ) Batch Mixed With Stone Ballast Or Shingle 60 Cement Concrete 1:4:8 61 Bending Binding And Placing In Position Steel Reinforcement 10Mm Dia Bars 62 Centering And Shuttering For Columns ( Square Or Rectangular ) 63 10Mm Thick Cement Plaster 1:3 64 Painting New Concrete Surface 65 Painting New Letters On Surface 66 Excavation In Soil ( Any Type ) Using Hydraulic Excavatorck 90 And Tippers With Disposal Up To 450 Metres.Excavation For Roadwork In Soil With Hydraulic Excavatorof 0.9 Cum Bucket Capacity Including Cutting Andloading In Tippers, Trimming Bottom And Side Slopes, Inaccordance With Requirements Of Lines, Grades Andcross Sections, And Transporting To The Embankmentlocation Within All Lifts And Lead Up To 450M

Key Value

Document Fees
INR 1500 /-
EMD
INR 312686.0 /-
Tender Value
INR 1.56 Crore /-

BOQ Items

Name of Work:Estimate forRehablitation of Amrala Minor by concrete lining
Sl. No. Item Description
1Items for Concrete Lining :-Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road(Discharge upto 1.5 cum/s)
2Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
3Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr.
4Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads11.28 km i/c first 1.39 km katcha
5Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
6Dressing of Earth work ( NEW )
7Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)
8Dressing and preparation of sub grade for side slopes.
9Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete
10Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope)
11Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping
12Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper
13Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respectas per design/drawing and PWD specifications
14Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respectas per design/drawing and PWD specifications
15Filling of expansion joints with special impervious hot pour 12.50 mm wide
16Extra for Bitumen Painting @ 0.69 kg per Sqmt. supplycarriage of material complete in allrespect
17Providing & laying150 micron Polyethene Sheetover sleeper
18Shuttering for faces of concrete lining on side slopes and bed complete in all respectas per design/drawing and PWD specifications
19Advance Direction sign board 1200x1800 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.
20Items for outlets (Patrol / Non Patrol) :-Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.
21Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
22Adjusting new APM block in correct ‘y’ and fixing in position
23C.C. 1:4:8 with brick ballast 40 mm gauge
24Brick masonry in 1:4 CSM
25RCC M20 for slab
26Bending binding and placing in position CTD bars Fe 500
27Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt
28Earth Work involved in dismantling of outlet ’H’ more than 0.50 mt but up to 0.90 mt
29Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ more than 0.50 mt but up to 0.90 mt
30Items for Tail cluster:-Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
31Laying C.C 1:4:8 with brick ballast including cost of material
32First class burnt brick work laid in cement sand mortar 1:4 in foundation )and plinth
3312.50 mm thick cement plaster 1:4
34Rehandling of E/Work
35Items for recharge well:-Earthwork in excavation of foundations ofbridges,culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:-.for ordinary gravel soil involving pick work
36Cement concrete 1:4:8 (b)With stone aggregate 40mm gauge (2)mixing by mechanical means using concrete mixer volumetric type
37First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
3812.5 mm thick cement plaster 1:4
39Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-Bajri (Coarse)screened, cleaned and washed and graded from 20mm to 25mm (fromPathankot or approved equivalent quarry)
40Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).
41Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (fromPathankot or approved equivalent quarry)
42Boring/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. (c)400 mm dia.
43Supplying,assembling,lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia. conforming to IS: 12818-2010 including required hire and labour charges,fitting and accessories etc. all complete for all depths as per direction of Engineer-in-charge. (c)200mm Nominal size dia.
44Supplying,assembling,lowering and fixing in vertical position in bore well,unplasticized PVC medium well screen(RMS)pipe with ribs conforming to IS: 12818- 2010 including required hire and labour charges,fitting and accessories etc. all complete for all depths as per direction of Engineer-in-charge. (c)200mm Nominal size dia.
45Supplying at quarry site of gravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from dust,dirt or the vegetables manner as per IS 4097/1967 with latest amendments
46Back filling behind abutment,wing wall and return wall complete as per drawing and Techanical Specifications. (A) Granular material
47Supply and fixing of well cap having thread to fix on housing pipe complete in all respects. (c) 200 mm internal diameter
48Supply and fixing of M.S. Clamp of size to 150 x 12 mm made out of MS flat 1.52 m long suitable to fit housing pipe including the cost nut and Bolts of suitable size complete in all respects.
49Development and stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. (a)capacity of air compressor 300 cfm at 250 psi
501.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications
51Iron grated doors, including pintle hinges & arrangements.
52Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge.
53Item for Boundary pillars `:- Earthwork in excavation of foundations of bridges,culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:-.for ordinary gravel soil involving pick work
54Laying R.C.C. 1:2:4 (M-15) batch mixed with stone ballast or shingle
55Cement concrete 1:4:8
56Bending binding and placing in position steel reinforcement 10mm dia bars
57Painting New concrete surface
58Item forDistance marks :-Earthwork in excavation of foundations of bridges,culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:-.for ordinary gravel soil involving pick work
59Laying R.C.C. 1:2:4 (M-15) batch mixed with stone ballast or shingle
60Cement concrete 1:4:8
61Bending binding and placing in position steel reinforcement 10mm dia bars
62Centering and shuttering for columns (Square or rectangular )
6310mm thick Cement Plaster 1:3
64Painting New concrete surface
65Painting New letters on surface
66Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 450m
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