Estimate for laying pipeline for Gajjanmajra distributary pipeline RD 22300 to 26500 main line in service bank along of kairon Drain at RD 76700 R of First Patiala Feeder

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads (Lead 9.97 km )The source of earth is to be arranged by the agency/contractor himself.

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

Dressing of Earthwork

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification

Dressing of Dowel

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.

Providing and laying cement concrete Side lining 100 mm thick with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for coping mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for Sleeper for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for Toe Wall for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for Safety Ladders for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects

Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)

Filling Contraction Joint with sealing compound complete in all respect

Filling expansion joint with Sealing Compound. complete in all respect

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

Making dewatering arrangement by pumping set 4" * 4" (tractor driven)

Jungle clearance on running canals and branches and drains with discharge above 9 cumecs (Heavy Growth)

Providing & Fixing Boundary Pillars

Providing & Fixing Distance Marks

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.

Dag belling single Kassi stroke minimum 7.5 cm depth.

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

R.C.C. M-20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetnering and shuttering in superstructure

Photography, Videography and Advertisement

Testing of Soil strata, Bearing Capacity

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Dressing side slopes and preparation of sub grade for lining

Dressing bed and preparation of sub grade for lining

SANGRUR CANAL & GROUND WATER DIVISION, SANGRUR

Estimate for Rehablitation/Lining of 2nd Patiala Feeder with 10% Enhanced Capacity From to offtaking at RD 79514 of 1st Patiala Feeder

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads (Lead 9.97 km )The source of earth is to be arranged by the agency/contractor himself.

Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

Dressing of Earthwork

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 3.0 mtr depth but upto 4.50 m

Earthwork excavation in foundation, 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 side 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 a lead of 30 metres.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification

Dressing of Dowel

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.

Providing and laying cement concrete Side lining 100 mm thick with mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for coping mechanical paver for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for Sleeper for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for Toe Wall for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Providing and laying cement concrete for Safety Ladders for irrigation channel using cement concrete M-15 mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

Cold twisted deformed(Ribbed/TOR Steel) Bars (Fe 500 grade as per IS 1786:2008), For RCC works i/c bending binding and placing in position complete in all respects

Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening including attached pillasters butresses etc when curved)

Filling Contraction Joint with sealing compound complete in all respect

Filling expansion joint with Sealing Compound. complete in all respect

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

Making dewatering arrangement by pumping set 4" * 4" (tractor driven)

Jungle clearance on running canals and branches and drains with discharge above 9 cumecs (Heavy Growth)

Providing & Fixing Boundary Pillars

Providing & Fixing Distance Marks

First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.

Dag belling single Kassi stroke minimum 7.5 cm depth.

PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

R.C.C. M-20 mechanically batch mixed using batch type concrete mixer as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement cetnering and shuttering in superstructure

Photography, Videography and Advertisement

Testing of Soil strata, Bearing Capacity

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete Grade M20 in foundation and plinth complete as per drawing and Technical Specifications

Plain/Reinforced cement concrete Grade M25 in foundation and plinth complete as per drawing and Technical Specifications

Providing and laying Shingle/Crushed stone filling jharries in blocks on Level surface Filling stone or spall on level. Supply with filling of 300 mm thick Graded Filter of fine sand below the 300x300x300 CCM-10 blocks as the work should be completed as per PWD specification, department design/drawings and also as per instruction of engineer in charge complete in all respects.

Providing of hollow bulb seal and fixing in position including preparation of surfaces cpmlete in all respects and to entire satisfaction of engineer-in charge.CR 19(ii)

MS Spindle with double or triple start threading 11' height 1/3/4 dia. Complete (1.5 to 2.5 ton capacity)

Providing and fixing in position of flat/wedge type rubber seal cluding preparation of surface complete in all respects and to entire satisfaction of engineer-in charge CR 17(i)

Material :- Flat type rubber seal

Providing and fixing in position of flat/wedge seal size 80*12 mm including preparation of surface complete in all respects and to entire satisfaction of engineer-in charge as per sr.no. 20(ii) 80mmx12 th

Removing, Providing and fixing clamp plate complete in all respects. CR 56

Providing and fixing stainless steel nuts and bolts of all sizes and length reqd.

Removing damaged old rubber seal bulb or flat including clamp plates of all sizes and types.

Repairing of Gates by cutting and straightening including alignment of gates complete in all respect and to entire satisfaction of Engineer-in charge.

Drilling/boring hole including rimming complete in all respects and to entire satisfaction of engineer-in charge C.R. 2(v) 8mm deep holes, 40-50 mm dia. @rs 5/mm depth

Fillet welding with high strength steel rods complete in all respects and to entire satisfaction of engineer-in-charge (6mm wide) as per Sr. no. 17(i)

Painting two coats anticorrosive ordourless black bitumastic paint . As per csr item no. 16.29

painting two or more coats with anticorrosive bitumastic Paint to give an even shade

Applying primimg coat with metal primer on new steel or iron work including prepration of surface CSR 16.20

Scraping brushing to remove paint to base metal surface. As per csr item no. 16.36

Supply of Multipurpose synthetic Grease as per serial no. 31

Supply of Multigrade Mobile-oil 10w-40 or 10w-50 c as per sr. no. 32

Gate wheel assembly complete in all respects and to entire satisfaction of engineer in charge CR 67(ii)

Miscellaneous minor repairs of Items Such as M.S Flats, ISA, ISMC, ISMB etc. to make gates operational including labour charges. As per serial Number 46

Plummer block as per list and make SKF, NBC. CR 60

Zigs and fixture, gas tools and plants, racking and haulage arrangements for replacing damaged and broken parts including carriage and other miscellaneous items complete in all respects to entire satisfactions of engineer in charge. CR 66

Commissioning and testing of gates at site complete in all respects and to entire satisfaction of engineer-in-charge. As per serial No. 30

Removing, damaged structural steel and stacking clear from working space by Gas cutting, complete in all respects and to entire satisfaction of Engineer in charge. As per Serial Number 18

hydraulic mobile CRANE 35 TON CAPACITY. CSR Item No. 2.13

Providing and fixing of skin plate 1.supply of skin plate@101rs/kg(C.R. 57)

Overhauling of gate mechanism of all types including dismantling greasing oiling and reinstallation of mechanism in all aspects. CR 69(i)

1.Supply of ISMC as per A and C slip-4 on CSR-2020 dated 08.10.2021 and AOR of CSR 2020 (page attached)=Rs 64.29/kg 2. Repairing of gates by cutting and strengthning charges including alignments of gates complete in all respects and to entire satisfaction of engineer in charge@ 15rs/kg (CR1)

CI housing cover with worm and worm wheel assembly,shaft handle GM bust with triple start threading inside for spindle complete including laour charges

MS Spindle with double or triple start threading 11' height 1/3/4 dia. Complete

1.Supply of ISRO 40 as per A and C slip-4 on CSR-2020 dated 08.10.2021 and AOR of CSR 2020 (page attached)=Rs 64.29/kg

Dismantling of spindal hoist central drive unit rope drum rack and pinion and winch machine at site complete in all respects

providing chequered plate

supply of skin plate

fixing of coupling for common shaft with supply of common shaft with supply of spindle shaft coupling rods and cover complete in all respects

supply and fixing of common shaft duly machined at site complete in all respects abd to entire satisfaction of engineer in charge

Plummer block as per list and make SKF, NBC. CR 60

supply of gi pipe/hollow of any size

providing grease nipple

removing providing and fixing ss flat complete in all respects

removing providing and fixing bearing bracket complete in all respects

providing installation and fixing in position ms hoist assembly/drum hoist machine at site complete in all respects and to entire satisfaction of engineer in charge(ii)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Dressing side slopes and preparation of sub grade for lining

Dressing bed and preparation of sub grade for lining

WATER RESOURCES DEPARTMENT, PUNJAB

SANGRUR CANAL AND GROUNDWATER DIVISION, SANGRUR

Name of the work: AS Per DNIT

Name of Firm

Excavation by mechanical means(JCB or Hydraulicexcavator) in trenches for pipe lineswithstraightoropen cutting in streets or open areaincluding dressing sideslevelling of beds of trenches to correctgrade,cuttingjoint holes,refillingconsolidation, including the cost of diversionfor traffic, crossing overtrenchesforaccesstothehouses, watching, fencing,etc.andremovalofsurplus soiloutside/insidethetown involving lead upto 15 metercomplete in all respect.Allclasses of soil except rocky

Rehandelling of earthwork (mechanically)

Supply of DI Pressure pipes.D.I. Pipe as per IS 8329DI-K7 1100mmi/dpipe

Laying ,Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the samein trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. D.I.PipeasperIS8329DI-K7 1100mmi/dpipe

Providing & fixing double air valveISIMarkedasperIS-14845 including jointing all carriages complete. C.IDoubleairvalve(Size100mm)

Providing, laying, fixing and testing M.S. pipe lines as per IS-1239andspecialssuchas tees,bends, sockets, elbows etc. in trenches in the ground including cutting, threading and testing etc. complete. 100mm internal diameter (thickness 4.50 mm)

First Class burnt Brickworklaid in Cement Sand mortar 1:3 in foundation and plinth (For Field and drain syphon,As per site condition at Outlet tank )

12.5 mm thick cement plaster1:3

Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means (For thrust block at bottom of sluice valves, bends & Tee joints)

315mmo/dpipe

Jointing of D.I. Pipe andSpecials with rubber tytonjointsfittedcomplete excluding the cost rubber gasket includingtesting etc complete inallrespect

Providing, lowering precast concrete NP-2 plain end pipes with collar and reinforcement, in trenches to correct gradient andalignment. cutting of reinforcement cement concrete, plain end pipe stringing in trenches, jointingends and fixing collars with cement mortar 1:2 as per IS456:2003 into trenches for all depths and laying out same to correct alignment, gradients, levels, etc., complete in RCC NP-2 all respect dia 300mm

Cranes35tonnes

Excavation in Soil (anytype) using Hydraulic Excavator CK 90 withhydraulic excavator of 0.9cum bucket capacity including cutting, trimming bottom andside slopes, in accordancewithrequirementsoflines, gradesandcrosssections,including all lifts andcombined lead upto 30m.

Cement concrete 1:3:6 (a) with stone ballast orshingle (ii) mixing by mechanical means using concrete mixer volumetric type

Wrought iron &Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framedwindowguards,barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws,welding rod complete fixing inposition

Cold twisteddetormed(Ribbed/Torsteel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, wherenotincludinginthecomplete rate of RCCincluding bending and binding placing in position complete

Plain/Reinforced cementconcretein sub-structure complete as per drawing and TechnicalSpecifications (F)RCCGradeM25 ((a))Heightupto5m ((ii)) With Batching Plant, Transit Mixer and ConcretePump

Providing orange colour safety footrest of minimum 6mm thick plasticencapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm withminimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend testand chemical resistance testasperspecificationandhaving manufacturerspermanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concreteblock1:2:4(1 cement:2sand:4stone aggragate) complete as perdesign.

ProvidingandFixingDIdouble socket Bend 1100 mm 22.5deg

Providing and Fixing DI MJ collar/coupling with tie end 1100 mm

Providing and Fixing DI MJ collar/coupling with tie end500 mm

Providing and fixing DI AllSocket Tee (AST)1100x1100x300 mm

Providing & fixing C.I/D.IFlanged end, stem of SS (AIS 1410) andBronze(gunmetal) workingpartsSluiceValves ISI marked 14846-2000, includingjointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). ClassPN-1asperISI 300mm i/d Sluice Valves flanged

Providing and fixing Digital Water Flow Meter with RS 485 Output Electromagnetic Flow Meter 300 mm

Any other Item