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 Date4 Jul 2024
Closing Date12 Jul 2024
Tender Amount₹ 74,46,143.68
Costs
EMD
₹ 1,48,923Document Cost
Refer DocumentsTender Fee
₹ 1,870
Description
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Contact
Tender Id
RWSSD/2023-24/WS/WORK_INDENT6979/CALL-3Bid Award Id
ViewTender No
RWSSD/2023-24/WS/WORK_INDENT6979/CALL-3Tender Authority
Rural Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
004 - Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
280
50
14112
005 - Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete-15 mm Dia ND as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
140
196
27494.6
006 - Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. for: 15 mm nominal bore as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
168
277
46569.6
007 - Flow control valve 5LPM/10 LPM/15 LPM; Providing and fixing Flow control valve using food grade materials SS 316 ball/1/2"(15 mm ) including cost of all materials ,labour charges,HOM and testing as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
56
267
14994
008 - Providing and fixing electrofusion Saddle comply with BS EN 12201-3:2011,PN-12.5 rating and Food grade raw material as per BS 6920 with Material of construction PE 80 or 100 and colour of fitting -Blue / black for water applications EF tapping saddle is V regulated type.Design to fuse at a fusion voltage of 40 volt AC .EF tapping saddle shall have moulded SS /brass metal female threaded outlet.EF tapping saddle is fused by using it top-loading pillar type pressure exerting 1500 N(150KGS approx)Top load onEF saddle.Fusion time is 170 seconds and cooling time is 10 minutes,exerted pressure should be removed after completing that 10 minutes cooling time . 63 X 20,75X20, 90X20,110X20,140X20 as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
56
367
20580
009 - Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
56
50
2822.4
010 - Supply and installation of Best quality Brass BIB cock. 15 mm dia. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
56
315
17640
011 - Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. 15mm dia as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
56
1731
96961.2
012 - Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
56
534
29929.2
013 - Refilling available earth around trenches/pipelines, 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 1.5 m. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
7.56
128
968.436
014 - Earth work excavation by manual means for In all kinds of soils Depth upto 1.5 m drains,canals, 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 theexcavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
4.872
195
951.5016
015 - Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates for levelling course for all works in foundation. The granite/trap/basalt crushedgraded 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3.08
5720
17618.832
016 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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, plywood / steel formwork, 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 shall be paid separately).P&L PCC 1:1.5:3 (20mm aggregates) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
2.464
6499
16015.60576
017 - Providing and laying in position Reinforced cement concrete for M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates all Foundation works. The granite/trap/basalt 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, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
1.12
6409
7179.1328
018 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, 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 Pg.No.84 It.No.11.32)
99.68
94
9419.76
019 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces(Com-VoIII-II SR/I.No8.10/Pg.no.56)
25.2
89
2249.1
020 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
2100
1
2646
021 - 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 40/50, 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, T.P 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: For Suilce Valve 80 mm of PN -10.0 as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
4
8413
33654.6
022 - 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 40/50, 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, T.P 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: For Suilce Valve 100mm of PN -10.0 as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
9300
9300.9
023 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.300 mm as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
40
1170
46830
024 - 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) etc.Note: Upto 110mm dia Coil shall be used. 63 MM PE-100 PN 6 HDPE as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
5518
171
949040.82
025 - 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) etc.Note: Upto 110mm dia Coil shall be used. 75 MM PE-100 PN 6 HDPE as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
199
217
43190.96
026 - 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) etc.Note: Upto 110mm dia Coil shall be used. 90 MM PE-100 PN 6 HDPE as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1081
282
305447.36
027 - 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) etc.Note: Upto 110mm dia Coil shall be used. 110 MM PE-100 PN 6 HDPE as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
30
413
12408
028 - 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) etc.Note: Upto 110mm dia Coil shall be used. 125 MM PE-100 PN 6 HDPE as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
222
511
113637.36
029 - 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) etc.Note: Upto 110mm dia Coil shall be used. 140 MM PE-100 PN 6 HDPE as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
198
626
124054.92
030 - Providing and fixing of ELECTRO FUSION COUPLER 63 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
18
148
2664.9
031 - Providing and fixing of ELECTRO FUSION COUPLER 75 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
187
187.95
032 - Providing and fixing of ELECTRO FUSION COUPLER 90 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
48
242
11642.4
033 - Providing and fixing of ELECTRO FUSION COUPLER 140 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
33
585
19305
034 - Providing and fixing of ELECTRO FUSION TEE 63 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
22
258
5682.6
035 - Providing and fixing of ELECTRO FUSION TEE 75 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
4
375
1503.6
036 - Providing and fixing of ELECTRO FUSION TEE 90 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
5
554
2772
037 - Providing and fixing of ELECTRO FUSION TEE 110 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3
1285
3855
038 - Providing and fixing of ELECTRO FUSION TEE 125 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
5
1423
7115
039 - Providing and fixing of ELECTRO FUSION ELBOW 63 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
28
259
7261.8
040 - Providing and fixing of ELECTRO FUSION ELBOW 75MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3
302
907.2
041 - Providing and fixing of ELECTRO FUSION ELBOW 90MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3
475
1426.95
042 - EF End cap kit PE 100 SDR11 PN16 D 63 as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
25
250
6250
043 - 75X63 MM ELECTRO FUSION REDUCER as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
5
295
1475.25
044 - BULK FLOW METER :-Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III 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.150 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
39599
39599
045 - Providing and fixing Strainers including cost of all materials ,labour charges,HOM and testing complete as per specifications 150 MM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
19000
19000
046 - Providing and Fixing 'Citizen Information Board A" Providing and fixing of typical 'Citizen Information BoardA" as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick.Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for atisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 701.5 and for maintenance the clause 1911 shall be applicable.(ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in eight.485777/2019/Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 (Com-VoIII- SR/I.No20.33/Pg.no.140)
1
21493
21493.5
047 - Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m by Manual means upto 600 mm 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 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
2348.352
389
914800.5216
048 - Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following In AKS as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
391.39
203
79726.143
049 - Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following In Ordinery Rock Without blasting as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
195.7
359
70275.87
050 - Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with Murrum. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
489.24
383
187501.23
051 - Refilling available earth around trenches/pipelines, 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 1.5 m. Including cost of all labour complete as per specifications as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
489.24
128
62671.644
052 - Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.Cutting in Asphalt Road Surface as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
0.88
935
823.284
053 - Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.Cutting in CC Road Surface as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
167.2875
998
167044.933125
054 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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, plywood / steel formwork, 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 shall be paid separately).P&L PCC 1:1.5:3 (20mm aggregates)Restoration of Cement Concrete Road as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
168.17
6499
1093078.0928
055 - 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. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
5
3505
17529.75
056 - Earth work excavation by manual means for In all kinds of soils Depth upto 1.5 m drains,canals, 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 theexcavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
7.05
195
1376.865
057 - Providing and laying in position Reinforced cement concrete for M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates all Foundation works. The granite/trap/basalt 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, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3.449
6409
22107.88306
058 - 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. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3
2216
6649.65
059 - Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, 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)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
258.75
94
24451.875
060 - Earth work excavation by manual means for In all kinds of soils Depth upto 1.5 m drains,canals, 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 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
7.92
195
1546.776
061 - Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates for levelling course for all works in foundation. The granite/trap/basalt crushedgraded 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
0.48
5720
2745.792
062 - Providing and laying in position Reinforced cement concrete for M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates all Foundation works. The granite/trap/basalt 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, quality confirming to the requirements of relevant IS codes , labour,
Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
2.379
6409
15249.24726
063 - Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, 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)kg88.00 11.33 Providing Thermo-Mechanically Treated bars of grade as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
69.08
94
6528.06
064 - Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work Cutting Macadam Road Surface as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3.51
856
3007.368
065 - Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m by Manual means upto 600 mm 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 1.5 m including cost of labour, tools, usage& other appurtenances required to as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
17.55
389
6836.6025
066 - KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgf/sq.cm working pressure 20mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9 - 20mm nominal OD pipes. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
104
107
11128
067 - Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
130
50
6552
068 - Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete-15 mm Dia ND as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
39
196
7659.21
069 - Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. for: 15 mm nominal bore as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
78
277
21621.6
070 - Flow control valve 5LPM/10 LPM/15 LPM; Providing and fixing Flow control valve using food grade materials SS 316 ball/1/2"(15 mm ) including cost of all materials ,labour charges,HOM and testing as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
26
267
6961.5
071 - Providing and fixing electrofusion Saddle comply with BS EN 12201-3:2011,PN-12.5 rating and Food grade raw material as per BS 6920 with Material of construction PE 80 or 100 and colour of fitting -Blue / black for water applications EF tapping saddle is V regulated type.Design to fuse at a fusion voltage of 40 volt AC .EF tapping saddle shall have moulded SS /brass metal female threaded outlet.EF tapping saddle is fused by using it top-loading pillar type pressure exerting 1500 N(150KGS approx)Top load onEF saddle.Fusion time is 170 seconds and cooling time is 10 minutes,exerted pressure should be removed after completing that 10 minutes cooling time . 63 X 20,75X20, 90X20,110X20,140X20 as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
26
367
9555
072 - Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
26
50
1310.4
073 - Supply and installation of Best quality Brass BIB cock. 15 mm dia. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
26
315
8190
074 - Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. 15mm dia as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
26
1731
45017.7
075 - Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
26
534
13895.7
076 - Refilling available earth around trenches/pipelines, 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 1.5 m. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3.51
128
449.631
077 - Earth work excavation by manual means for In all kinds of soils Depth upto 1.5 m drains,canals, 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 theexcavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
2.262
195
441.7686
078 - Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates for levelling course for all works in foundation. The granite/trap/basalt crushedgraded 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1.43
5720
8180.172
079 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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, plywood / steel formwork, 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 shall be paid separately).P&L PCC 1:1.5:3 (20mm aggregates) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1.144
6499
7435.81696
080 - Providing and laying in position Reinforced cement concrete for M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates all Foundation works. The granite/trap/basalt 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, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
0.52
6409
3333.1688
081 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, 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 Pg.No.84 It.No.11.32)
46.28
94
4373.46
082 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces(Com-VoIII-II SR/I.No8.10/Pg.no.56)
11.7
89
1044.225
083 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
975
1
1228.5
084 - Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work Cutting Asphalt Road Surface as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
5.576
935
5216.348
085 - Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m by Manual means upto 600 mm 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 1.5 m including cost of labour, tools, usage& other appurtenances required to as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
55.35
389
21561.5925
086 - KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgf/sq.cm working pressure 20mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9 - 20mm nominal OD pipes. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
328
107
35096
087 - Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
410
50
20664
088 - Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete-15 mm Dia ND as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
123
196
24155.97
089 - Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. for: 15 mm nominal bore as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
246
277
68191.2
090 - Flow control valve 5LPM/10 LPM/15 LPM; Providing and fixing Flow control valve using food grade materials SS 316 ball/1/2"(15 mm ) including cost of all materials ,labour charges,HOM and testing as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
82
267
21955.5
091 - Providing and fixing electrofusion Saddle comply with BS EN 12201-3:2011,PN-12.5 rating and Food grade raw material as per BS 6920 with Material of construction PE 80 or 100 and colour of fitting -Blue / black for water applications EF tapping saddle is V regulated type.Design to fuse at a fusion voltage of 40 volt AC .EF tapping saddle shall have moulded SS /brass metal female threaded outlet.EF tapping saddle is fused by using it top-loading pillar type pressure exerting 1500 N(150KGS approx)Top load onEF saddle.Fusion time is 170 seconds and cooling time is 10 minutes,exerted pressure should be removed after completing that 10 minutes cooling time . 63 X 20,75X20, 90X20,110X20,140X20 as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
82
367
30135
092 - Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
82
50
4132.8
093 - Supply and installation of Best quality Brass BIB cock. 15 mm dia. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
82
315
25830
094 - Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. 15mm dia as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
82
1731
141978.9
095 - Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
82
534
43824.9
096 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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, plywood / steel formwork, 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 shall be paid separately).P&L PCC 1:1.5:3 (20mm aggregates)
5.576
6499
36243.10784
097 - Earth work excavation by manual means for In all kinds of soils Depth upto 1.5 m drains,canals, 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 theexcavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
7.1339
195
1393.25067
098 - Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates for levelling course for all works in foundation. The granite/trap/basalt crushedgraded 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
4.51
5720
25799.004
099 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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, plywood / steel formwork, 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 shall be paid separately).P&L PCC 1:1.5:3 (20mm aggregates) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3.6079
6499
23450.772736
100 - Providing and laying in position Reinforced cement concrete for M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates all Foundation works. The granite/trap/basalt 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, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
1.64
6409
10512.3016
101 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, 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) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
145.96
94
13793.22
102 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces(Com-VoIII-II SR/I.No8.10/Pg.no.56)
36.9
89
3293.325
103 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3075
1
3874.5
104 - Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of workCutting in Cement Concrete Road Surface as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
20.925
998
20894.65875
105 - Earth work excavation for pipelines/cables In all kinds of soils. Depth upto 1.50m by Manual means upto 600 mm 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 1.5 m including cost of labour, tools, usage& other appurtenances required to as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
104.625
389
40756.66875
106 - KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgf/sq.cm working pressure 20mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9 - 20mm nominal OD pipes. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
620
107
66340
107 - Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
775
50
39060
108 - Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete-15 mm Dia ND as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
232.5
196
45660.675
109 - Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. for: 15 mm nominal bore as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
465
277
128898
110 - Flow control valve 5LPM/10 LPM/15 LPM; Providing and fixing Flow control valve using food grade materials SS 316 ball/1/2"(15 mm ) including cost of all materials ,labour charges,HOM and testing as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
155
267
41501.25
111 - Providing and fixing electrofusion Saddle comply with BS EN 12201-3:2011,PN-12.5 rating and Food grade raw material as per BS 6920 with Material of construction PE 80 or 100 and colour of fitting -Blue / black for water applications EF tapping saddle is V regulated type.Design to fuse at a fusion voltage of 40 volt AC .EF tapping saddle shall have moulded SS /brass metal female threaded outlet.EF tapping saddle is fused by using it top-loading pillar type pressure exerting 1500 N(150KGS approx)Top load onEF saddle.Fusion time is 170 seconds and cooling time is 10 minutes,exerted pressure should be removed after completing that 10 minutes cooling time . 63 X 20,75X20, 90X20,110X20,140X20 as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
155
367
56962.5
112 - Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
155
50
7812
113 - Supply and installation of Best quality Brass BIB cock. 15 mm dia. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
155
315
48825
114 - Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. 15mm dia as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
155
1731
268374.75
115 - Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
155
534
82839.75
116 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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, plywood / steel formwork, 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 shall be paid separately).P&L PCC 1:1.5:3 (20mm aggregates)
20.925
6499
136009.152
117 - Earth work excavation by manual means for In all kinds of soils Depth upto 1.5 m drains,canals, 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 theexcavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
13.485
195
2633.6205
118 - Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarseaggregates for levelling course for all works in foundation. The granite/trap/basalt crushedgraded 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
8.525
5720
48766.41
119 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt 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, plywood / steel formwork, 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 shall be paid separately).P&L PCC 1:1.5:3 (20mm aggregates) as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
6.819
6499
44322.40896
120 - Providing and laying in position Reinforced cement concrete for M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates all Foundation works. The granite/trap/basalt 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, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.
3.1
6409
19870.814
121 - Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, 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 Pg.No.84 It.No.11.32)
275.9
94
26072.55
122 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces(Com-VoIII-II SR/I.No8.10/Pg.no.56)
69.75
89
6225.1875
123 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
5812.5
1
7323.75
124 - Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 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)Medium Duty GI pipe of 32mm dia For encasing the MDPE pipe passing through CC drain as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
105
368
38649.45
125 - Providing Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
2700
2700
126 - 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) etc.Note: Upto 110mm dia Coil shall be used. 75 mm PE-100 PN 6 HDPE PIPES as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1300
217
282152
127 - 75 MM ELECTRO FUSION COUPLER as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
7
187
1315.65
128 - 75 MM ELECTRO FUSION ELBOW as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
2
302
604.8
129 - Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. IN AKS as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
655.2
203
133464.24
130 - Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. IN ORDINARY ROCK WITHOUT BLASTING as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
46.8
359
16805.88
131 - Refilling available earth around trenches/pipelines, 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 1.5 m. Including cost of all labour complete as per specifications as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
702
128
89926.2
132 - Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. Head: 158mts and Discharge :150LPM as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
46212
46212.6
133 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. 1x3x4 m2 as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
130
173
22522.5
134 - Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.Size 63 mm as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
472
472.5
135 - Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
1312
1312.5
136 - Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
1338
1338.75
137 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter 6 to 10 HP pumps as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
9975
9975
138 - Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
3
577
1732.5
139 - Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
1312
1312.5
140 - Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover)of size 50 mm as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
21
3202
67252.5
141 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
6457
6457.5
142 - Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
1312
1312.5
143 - Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. 3 1/2 x 10 sq. mm. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
30
204
6142.5
144 - Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
30
141
4252.5
145 - Providing,Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps,bolts,nuts and washers etc. with necessary materials and labour tools and equipments as per instructions of engineer incharge of work. 31/2 x 10 sq. mm. as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
682
682.5
146 - Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. Trial Running : Free trial running should be carried out for 7 days at free of cost as per specification,design and drawings including cost of all material, labour charges and hirecharges of machineries with all lead and lift as directed by the Engineer-in-charge of work
1
3937
3937.5
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