Regarding submission of DNIT for Procurement for Renovation Modernization Supply Installation and set up of Laboratory Materials in the office of PWSSB Chandigarh Punjab under AMRUT 2 Scheme

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

DI pipe as per IS 8329 DI-K7

DI Specials : Up to 300 mm.i/d.

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Class PN-1.6 as per ISI :

C.I.Fire Hydrants S.V.Type IS-909

80 mm.i/d.pipe lines.

100 mm.i/d.pipe lines.

150 mm.i/d.pipe lines.

200 mm.i/d.pipe lines.

250 mm.i/d.pipe lines.

Size 0.6 x 0.6 mtr

Size 0.9 x 0.9 mtr

Per 1000 nos

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Connection with pipe line Upto 300mm i/d

Earth work up to 1.5 m.Depth

All classes of soil except rocky

15 mm.i/d.Ferrule medium.

15 mm.i/d.Brass Ball valves

15 mm.i/d.G.I.Union

15 mm size

15 mm.i/d.G.I.Union

Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications.

Cement concrete plain 1:2:4 mix

Lime concrete,cement concrete 1:6:12 or leaner mix.

Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods.

With stone ballast or shingle

mixing by mechanical means using concrete mixer volumetric type.

With stone aggregates 20 mm gauge

mixing by mechanical means using concrete mixer volumetric type.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Difference in rates of materials :

Coarse sand

Bazri

Cement

Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications.

Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Less for difference in rates of materials :

80 mm From Mirthal

40 mm From Mirthal

63-45 mm From Mirthal

53-22.4 mm From Mirthal

Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications.

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.

Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Less for difference in rates of materials :

13.2 mm From Mirthal

11.2 mm From Mirthal

Coarse sand From Lohand Khad

Tar,Bitumen and other Road Binders :

Capital Works ' CSR based Civil Items after adding 5.35% ( In Rs)

Capital Works ( CSR & NON CSR )

CSR Ref.

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

DI pipe as per IS 8329 DI-K7

DI Specials : Up to 300 mm.i/d.

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Class PN-1.6 as per ISI :

C.I.Fire Hydrants S.V.Type IS-909

80 mm.i/d.pipe lines.

100 mm.i/d.pipe lines.

150 mm.i/d.pipe lines.

200 mm.i/d.pipe lines.

250 mm.i/d.pipe lines.

Size 0.6 x 0.6 mtr

Size 0.9 x 0.9 mtr

Per 1000 nos

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Connection with pipe line Upto 300mm i/d

Earth work up to 1.5 m.Depth

All classes of soil except rocky

15 mm.i/d.Ferrule medium.

15 mm.i/d.Brass Ball valves

15 mm.i/d.G.I.Union

15 mm size

15 mm.i/d.G.I.Union

Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications.

Cement concrete plain 1:2:4 mix

Lime concrete,cement concrete 1:6:12 or leaner mix.

Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods.

With stone ballast or shingle

mixing by mechanical means using concrete mixer volumetric type.

With stone aggregates 20 mm gauge

mixing by mechanical means using concrete mixer volumetric type.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Difference in rates of materials :

Coarse sand

Bazri

Cement

Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications.

Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Less for difference in rates of materials :

80 mm From Mirthal

40 mm From Mirthal

63-45 mm From Mirthal

53-22.4 mm From Mirthal

Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications.

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.

Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Less for difference in rates of materials :

13.2 mm From Mirthal

11.2 mm From Mirthal

Coarse sand From Lohand Khad

Tar,Bitumen and other Road Binders :

Capital Works ' CSR based Civil Items after adding 5.35% ( In Rs)

Capital Works ( CSR & NON CSR )

Total Amount (Rs.)

Enter Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.

CSR Item No

In cement

Reinforced cement concrete

Doors of area 3 sqm and below.

With cement mortar 1:4 (1 cement: 4 sand) Taking area 2.5 sqm

Glass Panes weighing 8.44 Kg/sqm

Providing and laying Polished Granite stone 18mm thick flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent

Providing and fixing of false ceiling and, aluminum work for doors, windows, ventilators, and partitions with extruded built-up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS: 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required PVC Plug/neoprene felt, etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In- Charge. including the cost of Glazing and paneling etc.

Laboratory Electric Oven, Digital Indicator Cum Controller with Safety Alarm, Range 50°C to 300°C +/- 1°C with Air Circulating Fan, S.S Inside, Size 450x450x450mm

Concrete test Hammer - Digital with NCCBM Calibration Certificate

Air Permeability Apparatus (Blaine type) with ISI Certification mark IS;5516, w/o Al Box

Sieve Brass Frame 20cm dia x 75 microns

Sieve Brass Frame 20cm dia x 150 microns

Sieve Brass Frame 20cm dia x 300 microns

Sieve Brass Frame 20cm dia x 600 microns

Sieve Brass Frame 20cm dia x 1.18mm

Sieve Brass Frame 20cm dia x 2.36mm

Sieve Brass Frame 20cm dia x 4.75mm

Pan and Cover for 20cm dia sieves

Sieve G.I. Frame 30cm dia x 2.36mm

Sieve G.I. Frame 30cm dia x 4.75mm

Sieve G.I. Frame 30cm dia x 10mm

Sieve G.I. Frame 30cm dia x 12.50mm

Sieve G.I. Frame 30cm dia x 16mm

Sieve G.I. Frame 30cm dia x 20mm

Sieve G.I. Frame 30cm dia x 40mm

Pan and Cover for 30cm dia sieves

Sieve Shaker, Motorised for 20cm dia Sieve with Built-in Digital Timer

Adapter for 30cm dia sieves

Sample Tray (Enamel Tray), Size 650x500x50mm

Sample Tray (Enamel Tray), Size 450x300x40mm

Sample Tray (Enamel Tray), Size 200x150x30mm

Le-Chatelier Mould, with ISI Certification MarkIS:5514, each

Aggregate Impact Tester

Thickness Gauge with ISI Certification Mark IS:2386 (Part I)

Length Gauge with ISI Certification Mark IS:2386 (Part I)

Vicat Apparatus with ISI Certification Mark, IS:5513, w/o Aluminium Box

Slump Test Apparatus

Crushing Value Apparatus

Tile Abrasion Testing Machine

Los Angeles Abrasion testing machine with Counter

Vibration Machine, with built-in Digital Timer, without Calibration

Gauging Trowel, Ref Standard IS:4031,100 to 150mm long blade with straight edge. Weight 210 + 10g

Automatic/Manual Digi Mortar Mixer Capacity 4.75litre

Cement Autoclave, Analog with Pressure Gauge & Digital temperature Controller

Laser Distance Meter 100 m

Digital Tachometer 0.5 to 19,999 RPM

Vernier Caliper 150 x 0.1mm Digital

Falling weight impact tester machine (Manual Operation) with deep freezer

Brick Efflorescence apparatus

Accessories: Cement Trowels 4 nos, Hand Gloves for cement work 2 pair, Hammer 0.5 kg - 2 nos, Enamel tray for cement mortar mixing 2 nos, Spanner for tightening moulds - 2 nos

LAPTOP

HP Laptop 15s 12th Gen-Intel Core i5-1235U (upto 4.4 GHz) 16 GB Ram DDR4-512 GB NVMe SSD-Intel Iris Xe-FHD+Antiglare-Backlit-Windows 11+MS Office-Alexa 1.7kg-Silver, Bag

HP 280G9 Core i7, 12th Gen, 16GB RAM, 1TB/512 GB SSD, Wndow 11 pro, 21.5 inches TFT, Wired Keyboard Mouse, 3 years onsite Warranty, MS Office 2021, 4 GB Graphic Card

Air Conditioner - 1.5 Ton, 5-Star Inverter Split Ac

Desktop Table

Revolving Chair

Fridge- 4 Star, 185 Ltr, single door

Office Almirah Size78X36X19

CC TV Camera for Control room

Concealed Light (Minimum lumen output 3600 lm)

Ceiling Fan

Capital Works ( CSR & NON CSR )

Capital Works ( CSR & NON CSR )

Particulars

Entre Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.

At Par

CSR Ref.

Depth upto 1.50 m.B.G.L.

All classes of soil except rocky

With stone ballast or shingle

mixing by mechanical means using concrete mixer volumetric type.

RCC man hole cover with Frame

560 mm.i / d. RCC man hole cover with frame as per ISI

Heavy duty

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Depth upto 1.50 m.B.G.L.

All classes of soil except rocky

With stone ballast or shingle

mixing by mechanical means using concrete mixer volumetric type.

RCC man hole cover with Frame

560 mm.i / d. RCC man hole cover with frame as per ISI

Heavy duty

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Depth upto 1.50 m.B.G.L.

All classes of soil except rocky

With stone ballast or shingle

mixing by mechanical means using concrete mixer volumetric type.

RCC man hole cover with Frame

560 mm.i / d. RCC man hole cover with frame as per ISI

Heavy duty

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

For depth not exceeding 3 m. B.G.L

For all classes of soil expect rocky

For depth exceeding 3.0 m. but not exceeding 4.50 m. B.G.L

For all classes of soil expect rocky

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

DI pipe as per IS 8329 DI-K7

DI Specials : Above 300 mm.i/d.

Earth,Surkhi,Sand,earth,Flyash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Earth,Surkhi,Sand,earth,Flyash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Depth upto 1.50 m.B.G.L.

All classes of soil except rocky

Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum.

Stone (building or pitching),Sand,Earth,Fly Ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal.

Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

With stone ballast or shingle

mixing by mechanical means using concrete mixer volumetric type.

RCC man hole cover with Frame

560 mm.i / d. RCC man hole cover with frame as per ISI

Heavy duty

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Depth upto 1.50 m.B.G.L.

All classes of soil except rocky

Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum.

Stone (building or pitching),Sand,Earth,Fly Ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal.

Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

With stone ballast or shingle

mixing by mechanical means using concrete mixer volumetric type.

RCC man hole cover with Frame

560 mm.i / d. RCC man hole cover with frame as per ISI

Heavy duty

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

DI D / F pipe as per IS 8329 -2000

DI Specials : Above 300 mm.i/d.

Class PN-1.6 as per ISI

400 mm.i/d.Sluice Valves flanged..

With stone aggregate 40 mm.gauge

mixing by manual means using concrete mixer volumetric type.

With stone ballast 20 mm.gauge

mixing by mechanical means using concrete mixer volumetric type.

With stone ballast or shingle.

mixing by mechanical means using concrete mixer volumetric type.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kanker and Building Rubbish,Earth

Earth,Surkhi,Sand,earth,fly ash, bajri,ballast,stone boulders,kankar and building rubbish,earth

Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods.

Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications.

Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Less for difference in rates of materials :

80 mm From Bhartgarh (Ropar)

40 mm From Bhartgarh (Ropar)

63-45 mm From Bhartgarh (Ropar)

53-22.4 mm From Bhartgarh (Ropar)

Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications.

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.

Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Less for difference in rates of materials :

Coarse sand

Tar,Bitumen and other Road Binders :

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

DI pipe as per IS 8329 DI-K7

DI Specials : Above 300 mm.i/d.

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

DI pipe as per IS 8329 DI-K7

DI Specials : Above 300 mm.i/d.

Earthwork upto 1.50 mt.Depth.

All classes of soil except rocky

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

DI pipe as per IS 8329 DI-K7

DI Specials : Up to 300 mm.i/d.

DI Specials : Above 300 mm.i/d.

Class PN-1.6 as per ISI

200 mm.i/d.Sluice Valves flanged..

Earth,Surkhi,Sand,earth,Flyash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications.

Lime concrete,cement concrete 1:6:12 or leaner mix.

Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods.

With stone aggregates 20 mm gauge

mixing by mechanical means using concrete mixer volumetric type.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Difference in rates of materials :

Coarse sand

Bazri

Cement

Cement

Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications.

Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Less for difference in rates of materials :

80 mm From Bhartgarh (Ropar)

40 mm From Bhartgarh (Ropar)

63-45 mm From Bhartgarh (Ropar)

53-22.4 mm From Bhartgarh (Ropar)

Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications.

Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.

Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications.

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Less for difference in rates of materials :

Coarse sand

Tar,Bitumen and other Road Binders :

For ordinary gravel soil involving pick work:

Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead up to 30 metres.

Size 600 x 600 mm

Upto 1 sqm area

Glass panes 4 mm. thick or 10.75 kg /sqm exceeding 0.4 sqm. Of area.

Kiln seasoned Hollock wood doors shutter with 12 mm.thick phenol Bonded BWP ply ISI Marked anchor,Kit ply,Nova Teak,National or equivalent including Hinges,Screws,Shocks Cleats,Stops and Cords etc.complete fixed in position (Single Leaf)

Phenol Bonded B.W.P.ply panel :

40 mm.thick

Size 450 mm x 300 mm x 150 mm.

C.P.brass toilet paper holder

C.P.brass towel rails size : 15 mm.dia. 600 mm. long.

C.P.brass towel ring.

Providing & Fixing in position 15 mm.i/d. Bib-cock of approved make (to the approval of Engineer-in-charge) complete in all respects.

PTMT Tap/Bib cock

Size 150 mm x 150 mm

Size 225 mm x 225 mm

CP brass.Acrylic Shelf size : 560 mm x 130 mm.

Size : 1500 mm.x 600 mm. or any other size.

C.P.brass liquid soap container

C.P.brass 15 mm.Concealed stop cock with flange.

15 mm.i/d.Ferrule medium

20 mm.i/d.Ferrule medium

Providing and placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make ( to the approval of Engineer-in-charge) with cover with suitable locking arrangement and making necessary holes for inlet outlet and over flow pipes but without fittings and base support for tank.

Triple Layer Tanks

Providing and fixing in position on terrace (at all floor levels) HDPE tank cover for water storage tanks of approved make ( to the approval of Engineer-in-charge) complete in all respect.

For 1000 ltr.capacity tank and above.

G.I.tank nipple 20 mm. i/d.

Brass Ball Cock with rod and Plastic ball :

H.C.I.grating including painting with black bitumastic superior paint of approved manufacture three coats.

150 mm.i/d pipes.

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

For ordinary gravel soil involving pick work:

With stone aggregate 20 mm.gauge

mixing by mechanical means using concrete mixer volumetric type

Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres.

Above one sqm Area

Doors and windows frame of size 151mm x 60 mm. with 35 mm. wide double rebate weighing 3.95 kg. per meter.

Doors and windows frame of size 118 mm x 60 mm. with 40 mm. wide single rebate weighing 3.43 kg. per meter.

Glass panes 4 mm. or 10.75 kg /sqm exceeding 0.4 sqm.area.

Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokes,cleats and cords etc. complete fixed in position.(Single Leaf)

40mm thick.

For shutter area above 0.50 sqm

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

For ordinary gravel soil involving pick work:

With stone aggregate 20 mm.gauge

mixing by mechanical means using concrete mixer volumetric type

Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres.

Above one sqm Area

Doors and windows frame of size 151mm x 60 mm. with 35 mm. wide double rebate weighing 3.95 kg. per meter.

Doors and windows frame of size 118 mm x 60 mm. with 40 mm. wide single rebate weighing 3.43 kg. per meter.

Glass panes 4 mm. or 10.75 kg /sqm exceeding 0.4 sqm.area.

Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokes,cleats and cords etc. complete fixed in position.(Single Leaf)

40mm thick.

For shutter area above 0.50 sqm

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Depth upto 1.50 m.B.G.L.

All classes of soil except rocky

With stone ballast 20 mm. gauge

mixing by mechanical means using concrete mixer volumetric type.

With stone ballast

mixing by mechanical means using concrete mixer volumetric type.

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

For ordinary gravel soil involving pick work:

With stone ballast or shingle

mixing by mechanical means using concrete mixer volumetric type

With stone aggregate 40 mm.gauge

mixing by mechanical means using concrete mixer volumetric type

Horizontal

Vertical

Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres.

Above one sqm Area

Doors and windows frame of size 151mm x 60 mm. with 35 mm. wide double rebate weighing 3.95 kg. per meter.

Doors and windows frame of size 118 mm x 60 mm. with 40 mm. wide single rebate weighing 3.43 kg. per meter.

Glass panes 4 mm. or 10.75 kg /sqm exceeding 0.4 sqm.area.

Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokes,cleats and cords etc. complete fixed in position.(Single Leaf)

40mm thick.

For shutter area above 0.50 sqm

uPVC Pipe 6Kgf/cm2

UPVC 110 mm.bend

UPVC 110 mm.bend

Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Sub Head No.

Est.for V.Chabm -3.50 m x 3.50 m x 3 m - 1 no for 1400 mm.Dia.

Est.for V.Chabm -2.0 m x 2.0 m x 3 m - 1 no for 1400 mm.Dia.

Est.for FM.Chabm - 2.0 m x 2.0 m x 3 m - 1 no

Estimatiion for MS Pipe laying (800 mm.dia.-5.50 m.length)

Est.for CW Pipeline 600 mm.dia.(DI K-7) 4 Km from Junction at 200 ft New Chandigarh Road to Prop.UGSR at Jhungian Road Community Center

Est.for BF V.Chamb. 1.40 x 1.60 x 1.75 m

Estimation for Flow Meter RCC Valve Chamber 1.40 x 1.60 x 1.75 m

Est .for RCC UGSR 45 m x 20 m x 6.0 m with Chlorine Storage tank and P.machinery Portion 16 m x 10 m x 6.0 m with P.House 16 m x 10 m x 4.0 m

Est.for V.Chamb. ( 2 m x 2 m x 6 m) 1 no. At Inlet Chamber

Est.for V.Chamber ( 4.0 m x 3.0 m x 3 m) 1 no

Est.for Conn.Pipe (Inlet Chamb - Chlorine Contact Chamb.- 400 mm.dia. DI D/F (40 m) and OF pipe with Weir arrang. - 500 mm.dia. DI D/F (30 m)

Estimation for Boundary Wall ( 65 m and 40 m )

Road Development Around UGSR

Estimation for Clear Water Pipeline 500 mm.dia.(DI K-7) 60m from Jhungian UGSR to 4 LG OHSR

Estimation for Clear Water Pipeline 350 mm.dia.(DI K-7) 1050m from Jhungian UGSR to 4 LG OHSR

Distribution Feeder Llines : 200 mm.dia. - 800 m, 350 mm.dia. - 100 m, 400 mm.dia. - 1500 m, 500 mm.dia. - 500 m.

Est.for RCC V.Chamb. 1.30 x 1.30 x 1.45 m - ( 40 Nos)

Dismantle of Road Work

Road Restoration Work

Est.for Office Room -( 6.0 x 4.0 m) with Toilet Block

Est.for Meter Room -( 3.0 x 3.0 m)

Est.for VCB Room -( 4.0 x 3.0 m)

Est.for Transformer Foundation

Est.for Chlorinator and Storage Room ( 8 m x 4 m)

CSR Ref.

Manufacturing,providing and supplying,spirally welded / ERW /SAW / fabricated M.S.Pipes (Commercial Quality),including,procurements of plates,gas cutting to required size,rolling,tack welding,assembling in suitable lengths to form pipes,welding on automatic welding machine and forming " V " edge on both ends of pipes,including all taxes,(Central and local),railway freight,insurance,unloading from railway wagon,loading into truck,transport to stores /site unloading,stacking etc.complete as per IS : 3589 and IS : 5504 as applicable as per specifications.(No negative tolerance in thickness is permissible) including labour portion for Steel work in hip & jack rafters,common rafters,purlins etc. with angle cleats and other connecting plates.

Lowering M.S.pipes & specials in trench up to a depth of 3.00 metre below G.L.,laying and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per I.S. specification, all complete as per direction of the Engineer-in-charge. [ The Engineer-in-charge shall approve the electrodes for arc welding before use.( For laying over ground,the rates shall be reduced by 10% and that is inclusive of holding arragements) ]

Metre

Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve class PN 1.6 of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per S:1538.Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fasteners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.

Construction of RCC valve chamber for different types of valves including earthwork excavation,100 mm.PCC M 10 ( 1:3:6 i.e. 1 cement : 3 Coarse sand : 6 graded stone aggregate 20 mm nominalsize) as levelling course,RCC M 20 grade ( 1:11/2 :3 i.e. 1 cement : 11/2 Coarse sand : 3 graded stone aggregate 20 mm. nominal) size for base slab.side wall & cover slab all 125 mm. thick with C.I.surface box with hinged cover 100 x100 x75 mm 9deep),including cost of steel reinforcement not less than 80 kg per cum CC,form work,proper curing of concrete work,complete in all respect as per standard specifications and drawings and as directed by Engineer -in-Charge.

Construction of RCC valve chamber for different types of valves including earthwork excavation,100 mm.PCC M 10 ( 1:3:6 i.e. 1 cement : 3 Coarse sand : 6 graded stone aggregate 20 mm nominalsize) as levelling course,RCC M 20 grade ( 1:11/2 :3 i.e. 1 cement : 11/2 Coarse sand : 3 graded stone aggregate 20 mm. nominal) size for base slab.side wall & cover slab all 125 mm. thick with C.I.surface box with hinged cover 100 x100 x75 mm 9deep),including cost of steel reinforcement not less than 80 kg per cum CC,form work,proper curing of concrete work,complete in all respect as per standard specifications and drawings and as directed by Engineer -in-Charge.

Water Bound Macadam Grading III (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading III to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve class PN 1.6 of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per S:1538.Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fasteners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.

Construction of RCC valve chamber for different types of valves including earthwork excavation,100 mm.PCC M 10 ( 1:3:6 i.e. 1 cement : 3 Coarse sand : 6 graded stone aggregate 20 mm nominalsize) as levelling course,RCC M 20 grade ( 1:11/2 :3 i.e. 1 cement : 11/2 Coarse sand : 3 graded stone aggregate 20 mm. nominal) size for base slab.side wall & cover slab all 125 mm. thick with C.I.surface box with hinged cover 100 x100 x75 mm 9deep),including cost of steel reinforcement not less than 80 kg per cum CC,form work,proper curing of concrete work,complete in all respect as per standard specifications and drawings and as directed by Engineer -in-Charge.

Water Bound Macadam Grading III (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading III to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

CSR Ref.