Modernization of 1R Disty of Sidhwan Canal to provide water to MC Ludhiana

Jungle Clearance of both banks of running disty/minors and drainage discharge upto 1.5 cum/sec

Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 4 Km including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. Extra for watering the earth/fly ash laid in 20 сm layers as per specifications for compaction. Extra for rolling to specification

Dressing of Dowel along water carrying channel in addition to payment for dressed earth

Dressing of New Earthwork

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

Excavation for 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.

Dressing of bed and preparation of sub grade for lining

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

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km (a) on bed and side slope upto height 2 m

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

Filling Contraction Joint with sealing compound complete in all respect

Extra bitumen painting at 0.69 Kg

Providing & laying LDPE Film 150 micron over sleepers

Dag Belling single kassi stroke complete in all respect

Dismantling brick work tile, masonry or tile lining in cement

C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type

R.C. Conc. 1:2:4 (M-15) with stone ballast using concrete mixer volume metric type

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.

Earth work involved in dismantling open flume A.P.M. or O.S.M. type outlets with 'H' more than 0.50 m but upto 0.90 m (including excavation, refilling, consolidation and dressing) .

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling with 'H' more than 0.50 m but upto 0.90 m.

Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.

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

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

RCC M-20 in superstructure

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

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

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. In Ordinary soil Mechanical Means Depth upto 3 m

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/rainforced cement concrete in open foundation complete as per drawing and technical specification RCC GRADE M20 with batching plant,transit mixer and concrete pump inculding centering shuttering and needle vibrator

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.

STEEL AND IRON WORK Steel work fixed independently without connecting plates including cutting hoisting and fixing in position Tees, angles, channels, RS Joists and Flats etc of all sizes

SUPPLY OF MUTLIPURPOSE HETIV GREASE

PROVIDING AND FIXING IN POSITION OF FLAT/WEDGE SEAL I/C PREPARATION OF SURFACE COMPLETE IN ALL RESPECTS AND TO ENTIRE SATISFACTION OF ENGINEER IN CHARGE

PROVING AND FIXING OF HOLLOW BULB SEAL 44mm DIA I/C PREPARATION OF SURFACE COMPLETE IN ALL RESPECTS AND TO ENTIRE SATISFACTION OF EIC

COMMISSIONING AND TESTING OF GATES AT SITE COMPLETE IN ALL RESPECTS TO ENTIRE SATISFACTION OF EIC

PROVIDING CHEQUERED PLATE 8mm

SUPPLY OF SKIN PLATE

FIXING OF COUPLING FOR COMMON SHAFT WITH SUPPLY OF SPINDLE SHAFT COUPLING RODS AND COVER COMPLETE IN ALL RESPECTS TO THE ENTIRE SATISFACTION OF EIC

SUPPLY AND FIXING OF SPINDLE COVERS (PIPE OF APPROPRIATE DIA) NBD= 100 mm

PROVIDING AND FIXING OF GALVANIZED NUTS AND BOLTS OF ALL SIZES AND LENGTH REQUIRED

FILLET WELDING WITH High strength steel rods complete in all respects and to to entire satisfaction of EIC 8mm thickness

MS- SPINDLE WITH DOUBLE START OR TRIPLE THREADING 11‘ HEIGHT 1 3/4" DIA COMPLETE UPTO 1.5 TON CAPACITY

PROVIDING AND FIXING LED 12 WATT, 75 SPV Module, 12.8-30 Ah Lithum ferro phosphate battery (> 2000 cycles), 6 mtr hot dipped GI Pole, 76.1 mm OD, 3.6mm thick & 38 Kg weight (+10) 70 Micron Zinc coated.

SUPPLY OF GI PIPE HOLLOW/ PIPE OF ANY SIZE

SUPPLY OF MULTIGRID MOBILE OIL

GATE WHEEL ASSEMBLY COMPLETE IN ALL RESPECTS TO THE ENTIRE SATISFACTION OF EIC 180mm DIA

DISMANTLING OF DAMAGED WIRE ROPE/DE-LINKING GATES AND HOIST MECHANISM COMPLETE IN ALL RESPECTS AND TO ENTIRE SATISFACTION OF EIC

HIRE CHARGE OF MACHINERY CRANE 35 TONNE

REMOVING DAMAGED STRUCTURAL STEEL AND STACKING CLEAR FROM WORKING SPACE BY GAS CUTTING, COMPLETE IN ALL RESPECTS TO THE ENTIRE SATISFACTION OF EIC

Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956-09 and as per IRC 67-2012

FIXING OF COUPLING FOR COMMON SHAFT WITH SUPPLY OF SPINDLE SHAFT COUPLING RODS AND COVER COMPLETE IN ALL RESPECTS TO THE ENTIRE SATISFACTION OF EIC

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

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Dismentling CEMENT CONCRETE

Dismentling Brickwork

Reinforced cement concrete

Dressing- Bed and preparation of sub grade for lining

Dismantling Old Bridge: Dismantling P.C.C.

Dismantling Old Bridge: Dismantling R.C.C.

Dismantling Old Bridge: Dismantling Brick work

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Cement concrete 1:3:6 (M-10) mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:2:4 (M-15) with stone ballast or shingle mixing by mechanical means using concrete mixer volume metric type

Plain/Reinforced Cement Concrete grade in sub structure complete as per drawing and technical specifications (G) RCC grade M-30 (height upto 5 m) (ii) using batching plant, transit mixer and concrete pump

Plain/Reinforced Cement Concrete grade in sub structure complete as per drawing and technical specifications (G) RCC grade M-25 (height upto 5 m) (ii) using batching plant, transit mixer and concrete pump

Supplying,Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

Furnishing and placing Reinforced/Prestressed cement concrete in super-strucure as per drawing and technical specification (C) RCC Grade M30 For solid slab using Batching plant, transit mixer and concrete pump including centering and shuttering

Furnishing and placing Reinforced/Prestressed cement concrete in super-strucure as per drawing and technical specification (C) RCC Grade M30 For solid slab using Batching plant, transit mixer and concrete pump including centering and shuttering

Supplying, Fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications

Providing and making of expansion joint filled with joint sealing compound bitumen filler.

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

Laying cement water slurry 1:3 with cement @2.25 kg/sqm as on prepared side slopes before laying concrete on side slopes including supply and carriage & Loading Unloading of all material complete in all respects as per PWD specifications

Informatory Sign board 600x600 mm square as per IRC 67-2012 with high intensity microprismic retro reflective sheet as per ASTM D 4956-09 and as per IRC 67-2012. with retro reflective high intensity micro prismatic sheeting fixed over 3 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided amnd fixing the same with suitable size aluminium alloy rivets at 200mm c/c to back support frame of 25x25x3 mm angle iron frame supported on a square hollow steel section post 60x60x3.2 mm confering to IS 4923 without cost of defination plate firmly fixed to ground in foundation concrete M25 of size 0.45x 0.45x0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 of retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012

Drainage Sprouts complete as per drawing no. SD/205 and technical specification with 0.6 m long GI 100 mm dia drainage GI light grade pipe (For Bridges)

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, effloroscence and applying paint @ of 1 litre for 2 sqm

BRIDGES- FOUNDATIONS & SUB- STRUCTURE Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. In Ordinary soil Mechanical Means Depth upto 3 m

Dressing bed and preparation of sub grade for lining.

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

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

SUPPLY OF MULTIPURPOSE HETIV GREASE

SUPPLY OF MULTIGRID MOBILE OIL

COMMISSIONING AND TESTING OF GATES AT SITE COMPLETE IN ALL RESPECTS TO ENTIRE SATISFACTION OF ENGINEER IN CHARGE

PROVIDING CHEQUERED PLATE 8mm

SUPPLY OF SKIN PLATES

SUPPLY OF SPINDLE FOR HOIST MECHANISM I/C THREADING, MACHINING IN ALL RESPECTS TO ENTIRE SATISFACTION OF ENGINEER IN CHARGE 55 MM TO 65 MM

SUPPLY AND FIXING OF SPINDLE COVERS(PIPE OF APPROPRIATE DIA)

PROVIDING AND FIXING OF GALVANIZED NUT AND BOLTS OF ALL SIZES AND LENGTH REQUIRED

PROVIDING AND FIXING OF STAINLESS STEEL NUT AND BOLTS OF ALL SIZES AND LENGTH REQUIRED

FILLET WELDING WITH HIGH STRENGTH STEEL RODS COMPLETE IN ALL RESPECTS AND TO ENTIRE SATISFACTION OF ENGINEER IN CHARGE. 8 mm

PROVIDING OF HOLLOW BULB SEAL AND FIXING IN POSITION I/C PREPARATION OF SURFACE COMPLETE IN ALL RESPECTS AND TO ENTIRE SATISFACTION OF ENGINEER IN CHARGE 100mm PIPE 44mm DIA

PROVIDING AND FIXING IN POSITION OF FLAT/ WEDGE SEAL I/C PREPARATION OF SURFACE COMPLETE IN ALL RESPECTS AND TO ENTIRE SATISFACTION OF ENGINEER IN CHARGE

ROAD WORK Advance Direction sign board 900x900mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective 24-24.48 A Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications . Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 24-24.48 A-(b)

Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective 24-24.48 B Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 24-24.48 B-(b)

PROVIDING AND FIXING LED 12 WATT, 75 SPV Module, 12.8-30 Ah Lithum ferro phosphate battery (> 2000 cycles), 6 mtr hot dipped GI Pole, 76.1 mm OD, 3.6mm thick & 38 Kg weight (+10) 70 Micron Zinc coated.

HIRE CHARGES OF MACHINERY Cranes 35 tonnes

WHITE WASHING, DISTEMPERING, PAINTING & POLISHING White washing (two or more coat)

Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint.

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

SUPPLY OF IS ANGLE, JOINTS, CHANNELS, FLATS, PLATES, TEES, ETC OF ALL SIZES AND THICKNESS

STEEL AND IRON WORK Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.

M.S. SPINDLE WITH DOUBLE START OR TRIPLE THREADING 11' HEIGHT 1/3/4'' DIA. COMPLETE UPTO 1.50 TON CAPACITY

M.S. SPINDLE WITH DOUBLE START OR TRIPLE THREADING 11' HEIGHT 1/3/4'' DIA. COMPLETE 1.50 TO 2.50 TON CAPACITY

Earthwork Excavation in ordinary soil exclusive of compensation of earth (a) kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.

Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat

Cement Concrete 1:2:4 (a) with stone ballast or shingle (i) mixing by mechanical means using concrete mixer volumetric type

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position ( c ) Tees Angles & Channels

Welding by gas or by electric plant, including carriage to and from workshop etc.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Mitigation Measures: Provision fro compensatory Plantation including maintence

Monitoring measures: Noise qulaity monitoring along 1R distributary including nearby sensitive receptors

Monitoring measures: Air qulaity monitoring along 1R distributary including nearby sensitive receptors

Monitoring measures: Surface water monitoring at 1R distributary, up stream and down stream

Monitoring measures: Ground water monitoring along 1R distributary

Monitoring measures: Soil monitoring along 1-R distributary

Capacity Buliding,Awareness/Tranining Camps and housekeeping: Training of contractor staff