Rural Drinking Water And Sanitation Department Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Rural Drinking Water And Sanitation Department Tender
Civil And Construction
Water Storage And Supply
Opening Date13 Mar 2024
Closing Date20 Mar 2024
Tender Amount₹ 23,58,031.41
Costs
EMD
₹ 29,475Document Cost
Refer DocumentsTender Fee
₹ 590
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
RWSSD/2023-24/WS/WORK_INDENT5629/CALL-5Bid Award Id
ViewTender No
RWSSD/2023-24/WS/WORK_INDENT5629/CALL-5Tender Authority
Rural Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
code04 - Providing and laying in position Reinforced cement concrete for all Foundation works The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers well compacted using needle vibrators including all lead lifts cost of all materials of qualityconfirming to the requirements of relevant IS codes labour struttingplywood steel form work Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications The cost of steel reinforcement to be paid separately Minimum cement content 340 kgs 680 bags RCC M25 Design Mix with 20mm aggregate for footings rafts and combind footing etcwith smooth finishing the exposed faces in CM 14 12mm thick etc WS UGD works CSR 2021-22 Vol-V PgNo 107 SOR CodeH020B
2.7
12210
32968.647
code05 - Providing and laying in position Reinforced cement concrete for columns braces and ring beam above ground level The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators including all lead lifts cost of all materials of quality confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 13 12 mm thick labourcentering scaffolding staging strutting plywood steel form work Usage charges of machinery curing and all other appurtenances required to complete the work as per design and technical specifications The cost of steel reinforcement dowel bars to be paid separately Minimum cement content 360 kgs 720 bags WS UGD works CSR 2021-22 Vol-V PgNo 108 No 3123 SOR CodeH030A for level and upto 6 m height
5.84
15707
91728.88
code06 - Providing and laying in position Reinforced cement concrete for columns braces and ring beam above ground level The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators including all lead lifts cost of all materials of quality confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 13 12 mm thick labourcentering scaffolding staging strutting plywood steel form work Usage charges of machinery curing and all other appurtenances required to complete the work as per design and technical specifications The cost of steel reinforcement dowel bars to be paid separately Minimum cement content 360 kgs 720 bags WS UGD works CSR 2021-22 Vol-V PgNo 108 No 3123 SOR CodeH030A for level and upto 6 - 9 m height
1.72
17595
30263.9504
code07 - Providing and laying in position Reinforced cement concrete for columns braces and ring beam above ground level The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators including all lead lifts cost of all materials of quality confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 13 12 mm thick labourcentering scaffolding staging strutting plywood steel form work Usage charges of machinery curing and all other appurtenances required to complete the work as per design and technical specifications The cost of steel reinforcement dowel bars to be paid separately Minimum cement content 360 kgs 720 bags WS UGD works CSR 2021-22 Vol-V PgNo 108 No 3123 SOR CodeH030A for level and upto 9 - 12 m height
0.28
19530
5468.5904
code08 - Providing and laying in position Reinforced cement concrete for shell portion bottom dome slab and ribs over the staging The granitetrap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators including all lead lifts cost of all materials of quality confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 13 12 mm thick and CM plastering 13 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality labourcentering scaffolding staging strutting plywood steel form work Usage charges of machinery curing and all other appurtenances required to complete the work as per designand technical specificationsContractor will make his own arrangements for procuring water for testing The cost of steel reinforcement dowelbars to be paid separatelyMinimum cement content 360 kgs 720bags WS UGD works CSR 2021-22 Vol-V PgNo 109 No63 SOR CodeH050C for level and upto 6 - 9 m height
3.57
28727
102557.8176
code09 - Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators including all lead lifts cost of all materials of quality confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 13 12 mm thick and CM plastering 13 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality labourcentering scaffolding staging strutting plywood steel form work Usage charges of machinery curing and all other appurtenances required to complete the work as per design and technical specificationsContractor will make his own arrangements for procuring water for testing The cost of steel reinforcement dowel bars to be paid separately Minimum cement content 360 kgs 720bags WS UGD works CSR 2021-22 Vol-V PgNo 109 No63 SOR CodeH060C for level and upto 9-12 m height
5.28
30367
160339.6608
code10 - Providing and laying in position Reinforced cement concrete for top slab of water tank over the staging above the ground level The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers well compacted using needle vibrators including all lead lifts cost of all materials of quality confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 13 12 mm thick for both inside and outside surface labourcentering scaffolding staging strutting plywood steel form work Usage charges of machinery curing and all other appurtenances required to complete the work as per design and technical specifications The cost of steel reinforcement dowel bars to be paid separately Minimum cement content 360 kgs 720 bags WS UGD works CSR 2021-22 Vol-V PgNo 110 NO 83 SOR CodeH080C for level and upto 12-15 m height
2.84
23310
66200.4284
code11 - Proving Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for RCC work including straightening cutiing bending placing in position binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material labour usage charges complete as per specifications The laps and wastages shall not be measured separately PWD SOR FOR BUILDING 2021-22 Vol-II PgNo84 SlNo1132
2.67
103040
275116.8
code12 - Providing and fixing MS ladder between landings 45 cms wide using angle iron of specified sizes 20mm MS bars at 25 cms centre to centre with necessary supports of same angle iron etc as directed including hand railing on both sides with 25mm dia GI pipes with angle iron props at 2 mtrs intervals and 05M heigh including fixing in ground with CC 124 and two coats of anticorrosive bituminous paint etc with all lead and lifts etc complete with WS UGD works CSR 2021-22 Vol-V PgNo 111 SOR CodeH110
15
5316
79749.6
code13 - Ladder inside the container Providing anodized aluminium ladder using 65mm x 32mm x 30mm C section for ladder side channel x 25mm dia Flutal pipe for Rumgs at 250mm cc ladder fixed at an angle of 70 degrees to horizontal incluiding necessary 25mm dia GI shutters with necessary GI fasteners for bracing the ladders to the Tank walls to prevent buckling of ladder with necessary M-15 bed for embedding the ladder bottom comleteWS UGD works CSR 2021-22 Vol-V PgNo 111 SOR CodeH270 inside container
3
5712
17136
code14 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh The plinth to be of RCC circular pillars and canopy with an ornamental finish at top The first 225 cms height to be covered with RCC panelling as per detailed drawings etc with all lead and lifts and excluding reinforcement steel WS UGD works CSR 2021-22 Vol-V PgNo 111 SOR CodeH120A
1
5750
5750
code15 - Providing and fixing MS inspection door of size 60 cms x 60 cms including MS frame made of 50x50x6mm angle shutters made of 3mm thick MS sheets with hinges locking arrangements at top etc including painting with anticorrosive approved paint etc complete including all lead and lifts etc WS UGD works CSR 2021-22 Vol-V PgNo 111 SOR CodeH140A
1
2364
2364.32
code16 - Supplying and fixing DICI puddle flanges conforming to IS 7181-1986 with latest ammendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete WS UGD works CSR 2021-22 Vol-V PgNo 112 SOR CodeH160 80 mm dia CI puddle flange 41
5
1709
8545.6
code17 - Supplying Laying and Jointing Cast Iron CI double flanged pipes true to line hoisting of DIflanged pipe in position and aligning to correct plumb including cost of jointing materials conveying to work spot with all lead and lifts etccomplete WS UGD works CSR 2021-22 Vol-V PgNo 112 SOR CodeH170
43.2
2469
106686.72
code18 - Providing fixing MS flange 100mm dia 8 mm thick WS UGD works CSR 2021-22 Vol-V PgNo 32 SL No 1108MAT Code4154 80 mm dia CI blank flange
1
316
316.96
code19 - Providing Bell mouthed pipes flanged confirming to IS 1538 Part-I to XXII 1978 with latest amendments if any cost of all materials labour charges etc complete RDWS CIRCLE Mysore SR 2019-20 PgNo209 ItNo1557 80 mm dia CI Bell mouthed pipe
1
320
320
code20 - Suppling Ductile Iron Push on special confirming to IS 95232000 - All Double Socket Duck Foot DI Bends WS UGD works CSR 2021-22 Vol-V PgNo 115 SOR CodeH260
4
2648
10595.2
code21 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia with body bonnet of ductile iron DI conforming to IS- 1865 and of grade GGG 4050 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 leak proof with face to face dimensions as per IS 14846-2000 only The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside The rate is inclusive of cost of valves TP set galvanized bolts nuts and rubber insertions etc but excluding earth work Note TP set should be considered only for DI pipes estimate For MS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate For PN-10 WS UGD works CSR 2021-22 Vol-V PgNo71 SOR CodeB073
3
8974
26923.68
code22 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick 023 M width with copper floats indicators and flexible nylone wires painting figures with approved enamel paint etc with all lead and lifts complete for WS UGD works CSR 2021-22 Vol-V PgNo111 SOR CodeH150
1
4465
4465.44
code23 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc complete for WS UGD works CSR 2021-22 Vol-V PgNo113 SOR CodeH210
182.07
171
31199.5152
code24 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt dust mortar drops and foreign matter including preparing the surface even and sand paper smooth cost of materials labour complete as per specifications and as per directions of Engineer-in-chargePWD CSR 2021-22 Vol-2 PgNo48 SlNo84
6
100
604.8
code25 - Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt dust and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer-in-charge PWD CSR 2021-22 Vol-2 PgNo49 SlNo849
1000
3
3360
code26 - Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia pipe suitably jointed by collars with all specials with all lead and lifts etc complete for 90 m stagingWS UGD works CSR 2021-22 Vol-V PgNo112 SOR CodeH180B
1
9638
9638.72
code27 - Supplying and fixing 40mm dia GI pipe medium duty pipes hand railing 3 rows fixed to RCC 124 vibrated post of 150x150mm at bottom and 100x150mm at top placed at 2 Mtrs intervals for a height of 750mm including curing painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc with all lead lift etc The rate per meter is for 3 rows of GI pipes and RCC post WS UGD works CSR 2021-22 Vol-V PgNo114 SOR CodeH230A
29.7
1229
36523.872
code28 - Construction of RCC Valve chamber 100x100 sub Estimate attached
3
23532
70597.02
code29 - Earth work excavation for pipelinescables by Manual means upto 600mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m Filling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 15 m including cost of labour tools usage other appurtenances required to complete the work PWD CSR 2021-22 Vol-I PgNo6 ItNo161
15.12
415
6282.6624
code30 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails bonding rods at every 100 mm whevere necessary as directed removal of slumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata classifications by Mechanical Means PWD CSR 2021-22 Vol-I PgNo6 ItNo117
35.28
217
7665.6384
code31 - Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excation testing and commissioning The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc complete Contractor will make his own arrangements for procuring water for testing etcNote Upto 110mm dia Coil shall be used For Grade PE80 PN60 WS UGD works CSR 2021-22 Vol-V PgNo121 SOR CodeK090
140
183
25684.4
code32 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode 63 mm Electro fusion Elbow
3
50
150
code33 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia with body bonnet of ductile iron DI conforming to IS- 1865 and of grade GGG 4050 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 leak proof with face to face dimensions as per IS 14846-2000 only The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside The rate is inclusive of cost of valves TP set galvanized bolts nuts and rubber insertions etc but excluding earth work Note TP set should be considered only for DI pipes estimate For MS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate For PN-16 WS UGD works CSR 2021-22 Vol-V PgNo72 SOR CodeB073 50mm - PN 16
1
5044
5044.48
code34 - Supply and fixing of Cast steel ASTM A 216 GrWCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site loading unloading stacking with appurtenances complete with all lead and lift The rates are inclusive of cost of Galvanised Bolts and Nuts For Class 150 WS UGD works CSR 2021-22 Vol-V PgNo72 SOR CodeB076
1
4528
4528.16
code35 - Supplying and fixing surface box of required dia and size with synthetic lid for valves or spindle rods The surface box should be usable for 50 to 400mm dia valves PN 10 16 and will consist of lid housing locking clip notched bolt cross bar washer and torque nut WS UGD works CSR 2021-22 Vol-V PgNo78 SOR CodeB097A
2
3739
7479.36
code36 - Providing Laying and Fixing GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning contractor will make his own arrangements for procuring water for testing For Heavy Duty GI pipe WS UGD works CSR 2021-22 Vol-V PgNo79 SOR CodeN010 80mm - Class-B MEDIUM
9
945
8512.38
code37 - Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part IIIIII class B or IS 779 and IS 2373 with life cycle test certificate from FCRI NABL accredited lab The water meters shall have magnetic drivers or mechanical
drivers and shall be versatile for installation in any position The meters shall be hydrodynamically hydrostatically balanced The runner runner chamber pointer of the meter shall be as per ISO 4064 class B specification Dry dial excavated counter housing
fully protected against flooding ensuring easy reading in all climates RDWS SR CIRCLE MYSORE SR 2018-19 PgNo 69 ItNo107
1
20423
20423.55
code38 - Refilling available earth around trenchespipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 15 m Including cost of all labour complete as per specifications PWD works CSR 2021-22 Vol-I PgNo7 Itno 110
35.28
136
4820.6592
code39 - Earth work excavation for pipelinescables by Manual means upto 600mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m Filling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 15 m including cost of labour tools usage other appurtenances required to complete the workPWD works CSR 2021-22 Vol-I PgNo6 Itno 161
173.99
415
72296.3248
code40 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails bonding rods at every 100 mm whevere necessary as directed removal of slumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata classifications by Mechanical Means PWD CSR 2021-22 Vol-I PgNo6 ItNo117
405.97
217
88209.1616
code41 - Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading danger lighting etc in the classifications WS UGD works Vol-V PgNo63 SOR CodeA105A Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface 63mm dia
0.29
997
289.3968
code42 - Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading danger lighting etc in the classifications WS UGD works Vol-V PgNo63 SOR CodeA105A cutting in Macadam road surface 63 mm dia
1.16
913
1060.1472
code43 - Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excation testing and commissioning The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc completeUpto 110mm dia Coil shall be used Contractor will make his own arrangements for procuring water for testing WS UGD works CSR 2021-22 Vol-V PgNo121 SOR CodeK060 63 mm
1371
183
251523.66
code44 - Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excation testing and commissioning The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc completeUpto 110mm dia Coil shall be used Contractor will make his own arrangements for procuring water for testing WS UGD works CSR 2021-22 Vol-V PgNo121 SOR CodeK060 75 mm
244
231
56486
code45 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode Electro fusion Elbow 63 mm dia
6
211
1266
code46 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode Electro fusion Elbow 75 mm dia
2
246
492
code47 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode Electro fusion Tee 63 mm dia
8
210
1680
code48 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode Electro fusion Tee 75 mm dia
3
306
918
code49 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode Electro fusion Reducer 75x63 mm
1
240
240
code50 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode HDPE End Cap with Pipe of 02 m lengthWS UGD works CSR 2021-22 Vol-V PgNo3 MAT Code5813 63 mm dia
8
81
648
code51 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia with body bonnet of ductile iron DI conforming to IS- 1865 and of grade GGG 4050 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 leak proof with face to face dimensions as per IS 14846-2000 only The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside The rate is inclusive of cost of valves TP set galvanized bolts nuts and rubber insertions etc but excluding earth work Note TP set should be considered only for DI pipes estimate For MS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate For PN-10 WS UGD works CSR 2021-22 Vol-V PgNo71 SOR CodeB077B 50 mm dia
2
5044
10088.96
code52 - Providing 80 mm dia Air valve confirming to IS 1538 Part-I to XXII 1978 with latest amendments if any RDWS Mysore circle PNO 1560
3
2835
8505
code53 - Supplying and fixing surface box of required dia and size with synthetic lid for valves or spindle rods The surface box should be usable for 50 to 400mm dia valves PN 10 16 and will consist of lid housing locking clip notched bolt cross bar washer and torque nut WS UGD works CSR 2021-22 Vol-V PgNo78 SOR CodeB097A
4
3739
14958.72
code54 - Providing Laying and Fixing GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning contractor will make his own arrangements for procuring water for testing For Heavy Duty GI pipe WS UGD works CSR 2021-22 Vol-V PgNo142 SOR CodeN010
10
945
9458.2
code55 - Refilling available earth around trenchespipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 15 m Including cost of all labour complete as per specifications PWD works CSR 2021-22 Vol-I PgNo7 Itno 110
405.96
136
55470.3744
code56 - Providing and constructing un-reinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 150122 M20 Grade coarse and fine aggregates conforming to IS383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 02 m3 capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer-in-charge of the work PWD SOR FOR ROADS BRIDGES 2021-22 Vol-III PgNo137 ItNo2028
1.45
6890
9990.848
code57 - Providing and fixing board displaying information such as Name of work Tender cost Name of Contractor Work completion and liability period etc having rectangular shape of 120m x 090m size made out 18 gauge 125mm thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border messages symbols etc with approved colour shade paint complete on MSangle of size 35 x 35 x 3 mm frame with properly cross braced MS angles of size 35mmx35mmx3mm duly painted including Two MS angle iron posts of size 65 mm x 65 mm x 6 mm 365 m long painted with alternate black and white bands of 25 cm width including all fixtures etcand fixing the boards in 148 concrete block of size 60 cm x 60 cm x 75 cm including excavation refilling transportation and labour etc complete Spec No As directed by Engineer in Charge MoRTH specification 804 PWD works CSR 2021-22 Vol-3 PgNo151 Itno 4
1
10080
10080
code58 - Construction of RCC valve chamber of size 10m X10m design and specifications as directed by the Engineer incharge as per typical estimate enclosed
1
23532
23532.34
code59 - Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading danger lighting etc in the classifications WS UGD works Vol-V PgNo63 SOR CodeA105A Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface
0.05
997
49.896
code60 - Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading danger lighting etc in the classifications WS UGD works Vol-V PgNo63 SOR CodeA105A cutting in Macadam road surface
0.18
913
164.5056
code61 - Earth work excavation for pipelinescables by Manual means upto 600mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m Filling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 15 m including cost of labour tools usage other appurtenances required to complete the workPWD works CSR 2021-22 Vol-I PgNo6 Itno 161
8.03
415
3336.6256
code62 - Earthwork excavation by manual means for drainscanals waste weir draft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 15 m including cost of labour tools other appurtenaces required to complete the work PWD CSR 2021-22 Vol-I PgNo8 ItNo141
0.76
208
158.3232
code63 - Providing and Filling in foundation with granite trap broken metal 100mm and down size with approved M-Sand including hand packing ramming watering including cost of all materials and labour with all lead and lift complete as per specifications WS UGD works Vol-V PgNo64 SOR CodeA130A
0.76
1784
1355.9616
code64 - Approved make Electro fusion saddle comply with BS EN 12201 - 32011 PN 125 rating and food grade raw material as per BS 6920 for effect on water Quality intended for human consumption Material of construction PE 80 or PE 100 and colour of fitting BlueBlack for water applications EF tapping saddle is V- Regulated typeDesigned to fuse at a fusion voltage of 40 volt AC EF tapping saddle shall have moulded SSBrass metal female threaded outletEF tapping Saddle is fused by using a top loading pillar type pressure exerting 1500N 150 kilograms approx top load on EF Saddle Fusion time is 170 secs and cooling time is 10mins Exerted pressure should be removed after completing the 10 mins cooling time 63x2075x2090x20110x20140x20 WS UGD works Vol-V Pgno SOR CodeK210
14
392
5488
code65 - Flow control Valve 10 LPM Providing fixing Flow control valve using food grade materials SS 316 ball 12 15mm including cost of all materials labour charges HOM and testing complete as per of following specification The FCV nominal design is for 10LtrMin Discharges at 05 bar pressure loss and should not exceed the flow the range of 7 Lit Min at 1 bar or more pressure MOC of valve - Food grade stainless steel SS-316 MOC of Ball stainless steel-316 Flow direction arrow embossed on its outside surface The Valve should act as flow control valve and non- return valveMinimum operating pressure- 01 kgf 10 cm head Designed pressure 1 meter to 50 meters Accuracy of valves 20 of average flow rate Orifice size not be less than 12mm Ball size not less than 12 mm Weight of FCV not less than 125 gms Length not be less than 70 mmThe FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking The FCV shall be got tested from FCRI by the manufacturer as per above standards The quantum of checking to be done from FCRI is attached herewith The FCV should be fitted on Saddle which is fixed on distribution pipeline WS UGD works Vol-V Pgno SOR CodeB210
14
285
3998.4
code66 - Supplying MDPE pipe grade PE80 6kgcm2 53mm thick complete as per specificationsWS UGD works Vol-V PgNo31 MAT Code 3595 MDPE pipe
135
142
19170
code67 - Supply of PPR Female Threaded Elbow confirming to IS 15801-2088 and DIN Standards 80778092 WS UGD works Vol-V PgNo SOR Code B194B 20x 20 mm dia elbow-2
10
56
560
code68 - Providing and fixing PTMT stop cock of approved quality and colour 15 mm nominal bore 86mm long weighing not less than 88g complete as per specificationsWS UGD works Vol-II PgNo118 It No 13181
5
159
795.2
code69 - Providing Laying and Fixing GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning contractor will make his own arrangements for procuring water for testingFor Medium Duty GI pipeWS UGD works Vol-V PgNo142 SOR CodeN010D For Crossing drain 32 mm dia
10.5
392
4122.615
code70 - Providing Laying and Fixing GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning contractor will make his own arrangements for procuring water for testingFor Medium Duty GI pipeWS UGD works Vol-V PgNo142 SOR CodeN010D For Meter box to tap 15 mm dia
28.7
209
6012.076
code71 - Providing and fixing brass bib cock of approved quality WS UGD works Vol-II PgNo115 It No 1321
14
365
5111.68
code72 - Providing and constructing un-reinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 150122 M20 Grade coarse and fine aggregates conforming to IS383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 02 m3 capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer-in-charge of the work PWD SOR FOR ROADS BRIDGES 2021-22 Vol-III PgNo137 ItNo2028 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
0.23
6890
1584.7552
code73 - Providing and laying in position plain cement concrete for levelling course for all works in foundation The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications The cost of steel reinforcement formwork shall be paid separatelyMix 136 M10 Using 20 mm nominal size graded crushed coarse aggregates PWD works CSR 2021-22 Vol-I PgNo15 Itno 214 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
0.76
6415
4875.6736
code74 - Providing and fixing RCC stand post for household connection of 30cms x 15 cms and 90 cms Deep using RCC M20 and 6 mm dia rods for verticals and stirrups and rendered smooth including fixing RCC stand post 45cms below ground level and in M-20 15cms height with 8 cms offset around the stand post and curing for 10 days including earthwork excavation in all types of soils with all lead and lift including cost of all material labour finishing paintitng and lettering JJM logo and FHTC number etc complete as per typical estimate enclosed
14
577
8078.7
code75 - Earth work excavation for pipelinescables by Manual means upto 600mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m Filling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 15 m including cost of labour tools usage other appurtenances required to complete the workPWD works CSR 2021-22 Vol-I PgNo6 Itno 161 In all kinds of soils Depth upto 150m
68.93
415
28641.7936
code76 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails bonding rods at every 100 mm whevere necessary as directed removal of slumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata classifications by Mechanical Means PWD CSR 2021-22 Vol-I PgNo6 ItNo117
160.83
217
34945.1424
code77 - Supplying laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excation testing and commissioning The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc completeUpto 110mm dia Coil shall be used Contractor will make his own arrangements for procuring water for testing WS UGD works CSR 2021-22 Vol-V PgNo121 SOR CodeK060 HDPE PE 100 PN-6 63 mm dia
640
183
117414.4
code78 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode Electro fusion Elbow 63 mm dia
2
211
422
code79 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode Electro fusion Tee 63 mm dia
1
210
210
code80 - SHDPE electro fusion specials and fittings wherever necessary like saddle Tee stub ends flanged sets bends reducers WS UGD works CSR 2021-22 Vol-V PgNo3 MATCode HDPE End Cap with Pipe of 02 m lengthWS UGD works CSR 2021-22 Vol-V PgNo3 MAT Code5813
2
81
162
code81 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia with body bonnet of ductile iron DI conforming to IS- 1865 and of grade GGG 4050 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 leak proof with face to face dimensions as per IS 14846-2000 only The stem sealing should be with toroidal sealing rings minimum 2 “ O “ rings Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside The rate is inclusive of cost of valves TP set galvanized bolts nuts and rubber insertions etc but excluding earth work Note TP set should be considered only for DI pipes estimate For MS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate For PN-10 WS UGD works CSR 2021-22 Vol-V PgNo71 SOR CodeB077B For scour Sluice valve PN-10 50mm
1
5044
5044.48
code82 - Providing Laying and Fixing GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning contractor will make his own arrangements for procuring water for testing For Heavy Duty GI pipe WS UGD works CSR 2021-22 Vol-V PgNo142 SOR CodeN010 80mm - Class-B MEDIUM
10
945
9458.2
code83 - Refilling available earth around trenchespipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 15 m Including cost of all labour complete as per specifications PWD works CSR 2021-22 Vol-I PgNo7 Itno 110
160.82
136
21974.4448
code84 - Providing and fixing board displaying information such as Name of work Tender cost Name of Contractor Work completion and liability period etc having rectangular shape of 120m x 090m size made out 18 gauge 125mm thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border messages symbols etc with approved colour shade paint complete on MSangle of size 35 x 35 x 3 mm frame with properly cross braced MS angles of size 35mmx35mmx3mm duly painted including Two MS angle iron posts of size 65 mm x 65 mm x 6 mm 365 m long painted with alternate black and white bands of 25 cm width including all fixtures etcand fixing the boards in 148 concrete block of size 60 cm x 60 cm x 75 cm including excavation refilling transportation and labour etc complete Spec No As directed by Engineer in Charge MoRTH specification 804 PWD works CSR 2021-22 Vol-3 PgNo151 Itno 4
1
10080
10080
code85 - Construction of RCC valve chamber of size 10m X10m design and specifications as directed by the Engineer incharge as per typical estimate enclosed
1
23532
23532.34
code86 - Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface
0.05
997
49.896
code87 - cutting in Macadam road surface
0.18
913
164.5056
code88 - Earth work excavation for pipelinescables by Manual means upto 600mm trench width as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m Filling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering and lift upto 15 m including cost of labour tools usage other appurtenances required to complete the workPWD works CSR 2021-22 Vol-I PgNo6 Itno 161
20.08
415
8343.6416
code89 - Earthwork excavation by manual means for drainscanals waste weir draft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 15 m including cost of labour tools other appurtenaces required to complete the work PWD CSR 2021-22 Vol-I PgNo8 ItNo141
1.89
208
393.7248
code90 - Providing and Filling in foundation with granite trap broken metal 100mm and down size with approved M-Sand including hand packing ramming watering including cost of all materials and labour with all lead and lift complete as per specifications WS UGD works Vol-V PgNo64 SOR CodeA130A
1.89
1784
3372.0624
code91 - Approved make Electro fusion saddle comply with BS EN 12201 - 32011 PN 125 rating and food grade raw material as per BS 6920 for effect on water Quality intended for human consumption Material of construction PE 80 or PE 100 and colour of fitting BlueBlack for water applications EF tapping saddle is V- Regulated typeDesigned to fuse at a fusion voltage of 40 volt AC EF tapping saddle shall have moulded SSBrass metal female threaded outletEF tapping Saddle is fused by using a top loading pillar type pressure exerting 1500N 150 kilograms approx top load on EF Saddle Fusion time is 170 secs and cooling time is 10mins Exerted pressure should be removed after completing the 10 mins cooling time 63x2075x2090x20110x20140x20 WS UGD works Vol-V Pgno SOR CodeK210
35
392
13720
code92 - Flow control Valve 10 LPM Providing fixing Flow control valve using food grade materials SS 316 ball 12 15mm including cost of all materials labour charges HOM and testing complete as per of following specification The FCV nominal design is for 10LtrMin Discharges at 05 bar pressure loss and should not exceed the flow the range of 7 Lit Min at 1 bar or more pressure MOC of valve - Food grade stainless steel SS-316 MOC of Ball stainless steel-316 Flow direction arrow embossed on its outside surface The Valve should act as flow control valve and non- return valveMinimum operating pressure- 01 kgf 10 cm head Designed pressure 1 meter to 50 meters Accuracy of valves 20 of average flow rate Orifice size not be less than 12mm Ball size not less than 12 mm Weight of FCV not less than 125 gms Length not be less than 70 mmThe FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking The FCV shall be got tested from FCRI by the manufacturer as per above standards The quantum of checking to be done from FCRI is attached herewith The FCV should be fitted on Saddle which is fixed on distribution pipeline WS UGD works Vol-V Pgno SOR CodeB210
35
285
9996
code93 - Supplying MDPE pipe grade PE80 6kgcm2 53mm thick complete as per specificationsWS UGD works Vol-V PgNo31 MAT Code 3595
135
142
19170
code94 - Supply of PPR Female Threaded Elbow confirming to IS 15801-2088 and DIN Standards 80778092 WS UGD works Vol-V PgNo SOR Code B194B
10
56
560
code95 - Providing and fixing PTMT stop cock of approved quality and colour 15 mm nominal bore 86mm long weighing not less than 88g complete as per specificationsWS UGD works Vol-II PgNo118 It No 13181
5
159
795.2
code96 - Providing Laying and Fixing GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning contractor will make his own arrangements for procuring water for testingFor Medium Duty GI pipeWS UGD works Vol-V PgNo142 SOR CodeN010D For Crossing drain 32 mm dia
26.25
392
10306.5375
code97 - Providing Laying and Fixing GI pipes conforming to IS 12391990 with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness with all lead and commissioning contractor will make his own arrangements for procuring water for testingFor Medium Duty GI pipeWS UGD works Vol-V PgNo142 SOR CodeN010D For Meter box to tap 15 mm dia
71.75
209
15030.19
code98 - Providing and fixing brass bib cock of approved quality WS UGD works Vol-II PgNo115 It No 1321
35
365
12779.2
code99 - Providing and constructing un-reinforced plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type as per Clause 150122 M20 Grade coarse and fine aggregates conforming to IS383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 02 m3 capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including construction joints primer sealant curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead lifts loading unloading charges cost and conveyance of all materials labour equipments etc complete as per the directions of the Engineer-in-charge of the work PWD SOR FOR ROADS BRIDGES 2021-22 Vol-III PgNo137 ItNo2028
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
0.23
6890
1584.7552
code100 - Providing and laying in position plain cement concrete for levelling course for all works in foundation The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications The cost of steel reinforcement formwork shall be paid separatelyMix 136 M10 Using 20 mm nominal size graded crushed coarse aggregates PWD works CSR 2021-22 Vol-I PgNo15 Itno 214 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
1.89
6415
12125.0304
code101 - Providing and fixing RCC stand post for household connection of 30cms x 15 cms and 90 cms Deep using RCC M20 and 6 mm dia rods for verticals and stirrups and rendered smooth including fixing RCC stand post 45cms below ground level and in M-20 15cms height with 8 cms offset around the stand post and curing for 10 days including earthwork excavation in all types of soils with all lead and lift including cost of all material labour finishing paintitng and lettering JJM logo and FHTC number etc complete as per typical estimate enclosed
35
577
20196.75
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