Water Resources Department Tender
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Costs
EMD
₹ 2,70,000Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WR_119777_1Bid Award Id
ViewTender No
02/2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://irrigation.punjab.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect.200mm internal diameter (weight 41.6 kg per metre) 8.0 mm thickness
8
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Supplying, Fixing & lowering of Stainless Steel Socket as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore complete in all respect.200mm internal diameter
20
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Supplying, lowering & fixing of M.S Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect.200mm internal diameter
10
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Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.
2
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Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.
2
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Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.200mm internal diameter
2
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Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.Capacity of Air compressor 300 cfm at 250 PSI
40
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Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
30
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Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis)
6
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Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.)
2
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Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore & packing of gravel Depth of temporary bore up to 90 m
90
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Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect
2
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Supplying at site of gravel 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)
88.08
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Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects.
20
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Supplying,fixing and testing at site Automatic electronic type water level indication system with gun metal float sensor and electrical cable suitable for three phase pump submersible / monoblock to be fixed on existing panel for OHSRs complete in all respects.
1
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Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil outside /inside the town involving lead upto 15 mtr complete in all respect .Earth work For Ordinary soil having gravel upto 40%
344.7
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Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.100mm i/d pipe lines laid complete + extra for fixing of double flange pipe in vertical position for over head reservoir
30
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Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.150mm i/d pipe lines laid complete+ extra for fixing of double flange pipe in vertical position for over head reservoir
106
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Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.150mm i/d pipe lines laid complete
378
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(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 Engineer in-charge).Class PN-1.6 as per ISI 100mm i/d Sluice Valves flanged
1
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(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 Engineer in-charge)..Class PN-1.6 as per ISI150mm i/d Sluice Valves flanged
15
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Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete.
Note: If Non-return valves class PN-1.6 is used instead
of class PN-1.0 , than 5% will be paid extra.Class PN-1.0 as per ISI with rubber Flap.100mm i/d non return valve.
1
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Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete.
Note: If Non-return valves class PN-1.6 is used instead
of class PN-1.0 , than 5% will be paid extra.150mm i/d Non-return valve
8
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Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.40mm i/d
8
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Construction of Gravel Pit outside the Pump Chamber. (0.90m Dia.) as per standard design & drawings of public health department.
2
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Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.Size 0.9 m. x 0.9 m.
10
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Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. C.I Double air valve (Size 50mm)
2
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Painting G.I. Pipes and Specials with synthetic enamelPaint in all shades as per ISI specification on existing or new work, two coats paints including cleaning rubbing surface, etc.15mm & 20mm i/d G.I. Pipe
171.8
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Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes,guys, etc. Complete in all respects.D.I. specials upto 300mm i/d
1342.7
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Providing ,Installing, Testing & Commissioning of Electrically driven Submersible pumping set of reputed make capable of delivering 600 LPM against a head 130 m in complete in all respects
2
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P/F Of Dozing System for water disinfectant for water treatment dozing pump of capacity 5-15 LPH Comprises of FRP Tank 100ltr ,water inlet & outlet line strainer ,drain ,overflow, level gauge, agitator, single phase flange mounted motor with
SS shaft and impeller complete in
respect.
2
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Providing and fixing of 10 sq mm 3 core copper flat copper wire in complete all respect
230
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Providing and fitting of star delta panel with MCCB, Contactor ,Relay S/D Timer ,SPP,ELCB, Indicator ,Digital ,Meter ,etc. in complete all respect.
2
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P/F OF 100MM dia GI PIPE C- Class with both side flange welding and threading with rubber gas kit nut,bolt etc in complete all respect.
200
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EARTH WORK
excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
149.94
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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.
38.66
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EARTH FILLING
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
79.12
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CONCRETE
Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
10.31
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Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type
9.43
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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
27.96
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Reinforced cement concrete M-30 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
0.62
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Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at
1.65 Kg per sqm laid hot and sanded
8.12
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Reinforced cement concrete M-30 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.
6.97
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done in each subsequent story above the first storey up to height 4 meters or part thereof up to the roof top level of that storey .from 4m to 8m ( 2nd stage )
7.73
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.Ground level 8m to 9m( 3rd stage)
0.95
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 9m to 10m (4rd stage )
1.7
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo. from 10m to 11m (5th stage )
3.36
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 11m to 12m(6th stage)
1.7
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in superstructure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 12 to 13m(7th stage)
0.95
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 13 to 14m(8th stage)
0.95
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 14 to 15 m (9th stage)
4.11
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 15to 16 m (10th stage)
0.95
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 16to 17m (11th stage)
1.7
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 17 to 18m (12th stage)
0.95
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 18 to 19m (13th stage)
4.11
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in superstructure Extra for R.C.C. 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 from 19 to 20m (14th stage)
0.95
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 20 to 21m (15th stage)
0.95
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 21 to 22m (16th stage)
1.7
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 22 to 23m (17th stage)
0.95
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 23m to 23.50m 18th
11.33
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 23.5m to 24.5m 19th
10.02
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 24.5 to 25.5m 20th
3.81
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 25.5m to 26.5m 21th
3.81
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 26.5m to 27.5m 22th
4.86
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-
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 27.5m to 28.5m 23th
9.09
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Reinforced cement concrete M-30 mechanically batch mixed using batch type conrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcment centring and shuttering in super structure Extra for R.C.C. work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereo.from 28.5m to 29m 24th
1.75
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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 Super structure
5.08
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CENTRING AND SHUTTERING
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
27.69
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Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
28.47
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Centering and shuttering for columns (circular or curved in plain)
33.91
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Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
1.76
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
38.8
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Centring and shuttering for stair cases with sloping with soffits including risers and stringers.
7.4
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centering and shuttering for column (circular) extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 4 to 8m i.e 1st stage
33.91
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centering and shuttering for braces (rectangular) extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 4 to 8mtr
i.e 1st stage
28.47
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centering and shuttring for staircase+ extra rate for shuttering in each subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey4 to 8 mtr i.e 1st stage
14.8
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centering and shuttering for column (circular) extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 8to 9 mtr i.e 2ndstage
8.48
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centering and shuttering for column (circular) extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 9 to 10 mtr i.e 3rd stage
8.48
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centering and shuttring for staircase with sloping with soffits including risera and stringer + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 9 to 10 mtr i.e 3rd stage
7.4
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 10 to 11 mtr i.e 4th stage
8.48
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centering and shuttering for rectangular + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof10to 11 mtr i.e 4th stage
28.47
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 11to 12mtr i.e 5th stage
8.48
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centering and shuttring for staircase with sloping with soffits including risera and stringer + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 11 to 12mtr i.e 5th stage
7.4
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 12 to 13 mtr i.e 6th stage
8.48
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 13 to 14 mtr i.e 7th stage
8.48
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centering and shuttering for column (circular)+ extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 14 to 15 mtr i.e 8th stage
8.48
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centering and shuttering for rectangular + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof14to 15mtr i.e 8th stage
28.47
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centering and shuttring for staircase with sloping with soffits including risera and stringer + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 14 to 15 mtr i.e 8th stage
7.4
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 15 to 16 mtr i.e 9th stage
8.48
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 16 to 17 mtr i.e 10th stage
8.48
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centering and shuttring for staircase with sloping with soffits including risera and stringer + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 16 to 17 mtr i.e 10 stage
7.4
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centering and shuttering for column (circular)+ extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 17 to 18 mtr i.e 11th stage
8.48
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 18 to 19 mtr i.e 12th stage
8.48
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-
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centering and shuttering for rectangular + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 18 to 19 mtr i.e 4th stage
28.47
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centering and shuttring for staircase with sloping with soffits including risera and stringer + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 18 to 19 mtr i.e 12 stage
7.4
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centering and shuttering for column (circular)+ extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 19 to 20 mtr i.e 13th stage
8.48
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centering and shuttering for column (circular) +extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 20 to 21 mtr i.e 14th stage
8.48
-
-
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 21to 22mtr i.e 15th stage
8.48
-
-
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centering and shuttring for staircase with sloping with soffits including risera and stringer extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 21 to 22 mtr i.e 15th tage
7.4
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centering and shuttering for column (circular) + extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 22 to 23 mtr i.e 16th stage
8.48
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centring and shuttering for staircase with sloping with soffits including risera and stringer extra rate for shuttering work done above 4 meter height for every additional height of 1 meter or part thereof 23 to 23.5 mtr i.e 17th tage
7.4
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centering and shuttering for face of wall when curved+ extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 23to 23.5mtr i.e 17th stage
42.41
-
-
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centring and shuttering for parapet,fascias and other similar item including edges + extra rate for shuttering work done above 4 meter height for every additional height of 1 meter or part thereof 23to 23.5mtr i.e 17th stage
31.06
-
-
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centering and shuttering for RCC domes extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 23.5 to
24.5 mtr i.e 18th stage
41.37
-
-
... More
centering and shuttering for face of wall+ extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 23.5 to 24.5 mtr i.e 18th stage
47.67
-
-
... More
centering and shuttering for face of wall when curved
+extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 24.5 to
25.5 mtr i.e 19th stage
47.67
-
-
... More
centering and shuttering for face of wall when curved extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 25.5 to
26.5 mtr i.e 20th stage
47.67
-
-
... More
centering and shuttering for face of wall when curved extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 26.5 to
27.5 mtr i.e 21th stage
47.67
-
-
... More
centering and shuttering for face of wall when curved extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 26.5to 27.5mtr i.e 21th stage
48.14
-
-
... More
centering and shuttering for parapet,fascias and other similar item extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 26.5 to 27.5mtr i.e 21th stage
1.62
-
-
... More
centering and shuttering for RCC domes extra rate for shuttring work done above 4 meter height for every additional height of 1 meter or part thereof 27.5 to 28.5mtr i.e 22th stage
47.13
-
-
... More
centering and shuttering for parapet,fascias and other similar extra rate for shuttering work done above 4 meter height for every additional height of 1 meter or part thereof 27.5 to 28.5 mtr i.e 22th stage
19.17
-
-
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centering and shuttering for face of wall when curved extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 27.5 to 28.5mtr i.e 22th stage
28.6
-
-
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STEEL AND IRON WORK
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position R S Joists
2.72
-
-
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position FLATS
0.6
-
-
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position Tees angles
11.45
-
-
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Steel work fixed independently without connecting plates including cutting hoisting and fixing in position Wrought iron
0.69
-
-
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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
124.44
-
-
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Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification includingbolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings 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.
93.38
-
-
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Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area
13.8
-
-
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Supplying and fixing fan clamps with 50mmx6mm flat iron 50cm long and U-hooks of 16mm diametre M.S. Bars, of approved size with nuts including threading etc. complete in all respects.
40
-
-
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centering and shuttering for parapet,fascias and other similar item extra rate for shuttring in each subsequent storey above the first. storey work done in subsequent storey above the first storey up to height of 4 meter or part thereof up to the roof top level of that storey 28.5 to 29mtr i.e 23th stage
23.96
-
-
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providing and fixing of G.I pipe 20mm Railing on RCC stairecase,landing and steel ladder in OHSR complete in all respect. refrernce of csr item no 28.36 b
171.8
-
-
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providing and fixing of aluminium ladder inside the Tank shall be 60cm wide made from aluminium section LS 974 size, 66.68x31.75x4 mm, weight 1.27 kg/m with steps made out of aluminium section H, SP 3024 size 35x16.70x1.60 mm,weight 0,362 kg/m to be fixed one side in the top dome and other side in the bottom dome in complete in all respect.
24.25
-
-
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BRICK WORK
First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth
22.61
-
-
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First class burnt brick work laid in cement sandmortar 1:5 in first storey upto 4 metres aboveplinth level.
27.58
-
-
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Extra for work done in additional storey upto 4 metre above the top of structural roof of lower storey for Brick Work/ Concrete Block/ Clay Block.
16.21
-
-
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HOISTING, ROOFING AND WATER PROOFING
Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.
23.06
-
-
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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 clamps.U-PVC pipes (working pressure 4 kgf. / sqcm) pipe 110 mm dia.
6.6
-
-
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Providing and fixing 110 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 110 mm bend
2
-
-
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Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.UPVC 110 mm Coupling /Sockets
2
-
-
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Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. After cleaning the surface, one coat of required primer for swellable water stop tap shall be applied throuhout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. 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.
114.61
-
-
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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 crystlline 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 premeability 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.
105.44
-
-
... More
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 crystlline 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 premeability 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 horizontal surface one coat @ 1.10 kg per sqm.
41.37
-
-
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FLOORING & DADOS
Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material
71.59
-
-
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Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm gaugw and 100mm fine sand and 100mm sand 100mm sand filling. using mechanical mixer for mixing of material
48.8
-
-
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Conglomerate floor 50mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm gaugw and 100mm fine sand and 100mm sand and 100mm sand filling using mechanical mixer for mixing of material
13.08
-
-
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PLASTERING & POINTING
12.5 mm thick cement plaster 1:4
282.23
-
-
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WHITE WASHING, DISTEMPERING, PAINTING & POLISHING
White washing (Three coat)
282.23
-
-
... More
Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
50.48
-
-
... More
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.
174.94
-
-
... More
Applying priming coat with metal primer on new steel or iron work including preparation of surface.
124.46
-
-
... More
WOOD WORK
Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position panelled, glazed or glazed and panelled 40mm thick
11.4
-
-
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Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them) 30mm thick
1.55
-
-
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Kiln seasonal Hollock wood cup board chowkats including iron hold fasts, iron hinges corner straps, wooden knobs or handles fixed in position (Size 45 x 60mm).
1.55
-
-
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SEWERAGE AND DRAINAGE
Foot Rest for Manhole.
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
24
-
-
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COMMON SCHEDULE OF RATES
GALVANIZED IRON PIPES AND G.I. EARTHING
Supply & erection of G.I. pipe (A-Class) as per IS:1239 (Part-I) 2004 including sockets, bends, inspection boxes, Steel hooks, GI saddle clamps and other petty materials etc., where necessary including painting as per PWD General Specifications:-
Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).
2
-
-
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RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES:
Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge welded conduit pipe 20mm/ 25mm dia (1.6mm thick) ISI Marked, recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1½" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface) Wiring fan point (Without fan box)
2
-
-
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Wiring light point
10
-
-
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Wiring 6Amp. wall socket point
4
-
-
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Wiring 16/20Amp. power plug control point
2
-
-
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Providing and fixing of lightning conductor of Gl 7/10 SWG (10mm) dia. standard wire with the lightning rod of 25 mm. Dia 0.9 m. Long with earth electrode 25 mm dia. 2.75 mtrs. long Gl pipe from ground level Connecting 50 mm di 1.40 m long perforated
GI pipe including fixing of Clamps as
per IS-2309-1969 in complete in all respect.
1
-
-
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Providing and fixing of DI expansion joint size 150 mm inlet, outlet, & overflow pipe in complete in all respects
4
-
-
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Providing and fixing of DI expansion joint size 100 mm in drain pipe in complete in all respects.
1
-
-
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