CONSTRUCTION OF UGSR (100000 LTR FOR FIRE FIGHTING AND 50000 LTR FOR MULTIPURPOSE) WITH PUMP CHAMBER AND RAIN WATER HARVESTING SYSTEM IN YUVA BHAWAN IN SECTOR 42 CHANDIGARH AND ALL OTHER WORKS CONTINGENT THERETO.

UGSR AND PUMP CHAMBER

Earth work in excavation in Foundations Trenches etc., for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around Plinth/structures in 15 cms. layers with compaction including Disposal of surplus spoils as Directed within a lead of 30 Metres. All classes of soil except rocky

Depth exceeding 0 mt but not 1.50 mt

Depth exceeding 1.50 mt but not 3.00 mt

Depth exceeding 3.00 mt but not 4.50 mt

Depth exceeding 4.50 mt but not 6.00 mt

Cement concrete 1:4:8

With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

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

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Centering and shuttering for columns (Square or rectangular or poly gonal in plain)

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Centring and shuttering for stair cases with sloping with soffits including risers and stringers.

Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof

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

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 superstructure.+ Extra for R.C.C/PCC. work done in each subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey. (Basement)

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 superstructure. (Ground floor)

Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey

Extra for carriage of RMC/batch mixed concrete with transit mixture beyond 1st km .

Extra rate for using computerized concrete batch mixing plant instead of batch type concrete mixer including carriage by transit mixer with in 1km lead .(note: where concrete mixer is already included in the rate the same shall be deducted)

Extra for using admixture in designed mix concrete.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete + Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18,18.19 (UGR Basement)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete + Extra for work done in each subsequent storey above the first storey for item No. 18.17, 18.18,18.19 (Ground floor)

Extra rate for using steel produced by primary producer such as SAIL/RINL/ TATA/JINDAL complete in all respect as per the directions of Engineer-in-charge

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS lamps. U-PVC pipes (working pressure 4 kg / sqcm) pipe 160 mm dia.

Providing and fixing 160 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 160 mm bend

Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 455 mm x 610mm clearinside opening rectangular cast iron manhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge tosite of work, loading, unloading including stackingand setting the same to correct lines and levels in 1:2cement sand mortar over manholes including cement concrete copping (1:2:4)around the frame etc . Dia ofsteel for lifting hook is 16mm.

Heavy duty

560mm i/d having weight 208 Kg. as per ISI

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated 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 with minimum 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 test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design

Brick work with machine moulded modular bricks of class designation 125 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete above plinth level in super structure in cement mortar 1:6 (1 cement : 6 fine sand).

Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section(standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, locknotch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete-Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter

Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 Kg. per Sqm. on top of R.C.C slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc.

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums. reservior, sewage & water treatment plant, tunnels/subway and bridge deck etc., prepared by mixing in the ratio of 5: 2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces and 3: 1 (3 parts integral crystalline slurry 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/subway and bridge deck etc.. prepared by mixing in the ratio of 5 2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces and 3 1 (3 parts integral crystalline slurry 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 ie by reducing permeability of concrete by more than 90% com

pared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm Sqm

Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 450 x 310 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement:4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Rain Water Harvesting

Earth work in excavation in Foundations Trenches etc., for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around Plinth/structures in 15 cms. layers with compaction including Disposal of surplus spoils as Directed within a lead of 30 Metres. All classes of soil except rocky

Depth exceeding 0 mt but not 1.50 mt

Depth exceeding 1.50 mt but not 3.00 mt

Depth exceeding 3.00 mt but not 4.50 mt

Depth exceeding 4.50 mt but not 6.00 mt

Cement concrete 1:4:8

With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

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

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof.

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 (RWH + Soakage Pit)

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 superstructure. (Soakage Pit)

Extra rate for enhancement in pumping power, addition of pipe length, scaffolding for handling the pipe arrangement for pumping of concrete in subsequent storey above the below storey up to height of 4 meters or part there of up to the roof top level of that storey

Extra for carriage of RMC/batch mixed concrete with transit mixture beyond 1st km .

Extra rate for using computerized concrete batch mixing plant instead of batch type concrete mixer including carriage by transit mixer with in 1km lead .(note: where concrete mixer is already included in the rate the same shall be deducted )CSR 10.45

Extra for using admixture in designed mix concrete.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete

Extra rate for using steel produced by primary producer such as SAIL/RINL/ TATA/JINDAL complete in all respect as per the directions of Engineer-in-charge

Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 455 mm x 610mm clearinside opening rectangular cast iron manhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge tosite of work, loading, unloading including stackingand setting the same to correct lines and levels in 1:2cement sand mortar over manholes including cement concrete copping (1:2:4)around the frame etc . Dia ofsteel for lifting hook is 16mm.

Heavy duty

560mm i/d having weight 208 Kg. as per ISI

Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., completewhite cement slurry in joints including corners angles and beading.

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated 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 with minimum 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 test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested ,equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect.

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, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge

100 mm nominal size dia.(CSR 28.93 a)

150 mm nominal size dia.(CSR 28.93c)

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. (

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 vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe)

Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect

150mm internal diameter (weight 21.6 kg per metre) 5.4 mm thickness

Providing & fixing R.C.C. Manhole Cover & Frame 560mm i/d Light duty

First clalss burnt brick work laid in cement sand mortar 1:6 (1 cement : 6 sand) in Foundation and Plinth.