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.
Costs
EMD
₹ 79,020Document Cost
Refer DocumentsTender Fee
₹ 990
Description
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Contact
Tender Id
RWSSD/2023-24/WT/WORK_INDENT6309Bid Award Id
ViewTender No
RWSSD/2023-24/WT/WORK_INDENT6309Tender Authority
Rural Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
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BOQ Items
code04 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 125 mm dia,Coils shall be used. [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 10.1-10.5] PE100 (PN 6.0 / 6 Kg/cm2) 63mm
907
168
153137.88
code05 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 125 mm dia,Coils shall be used. [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 10.1-10.5] PE100 (PN 6.0 / 6 Kg/cm2) 75mm
971
213
206881.26
code06 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 125 mm dia,Coils shall be used. [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 10.1-10.5] PE100 (PN 6.0 / 6 Kg/cm2)90mm
75
277
20803.5
code07 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 17.1-17.46 Pg No.130] ELECTRO FUSION COUPLER 63mm
4
141
564
code08 - Supply and delivery at site of brand new ELECTRO FUSION COUPLER 75mm
4
179
716
code09 - Supply and delivery at site of brand new ELECTRO FUSION COUPLER 90mm
1
231
231
code10 - Supply and delivery at site of brand new ELECTRO FUSION TEE 63mm
10
246
2460
code11 - Supply and delivery at site of brand new ELECTRO FUSION TEE 75mm
10
358
3580
code12 - Supply and delivery at site of brand new ELECTRO FUSION TEE 90mm
1
528
528
code13 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 63mm
4
247
988
code14 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 75mm
4
288
1152
code15 - Supply and delivery at site of brand new ELECTRO FUSION ELBOW 90mm
1
453
453
code16 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 90 x 75 mm
5
504
2520
code17 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 90 x 63 mm
5
442
2210
code18 - Supply and delivery at site of brand new ELECTRO FUSION REDUCER 75 x 63 mm
1
281
281
code19 - 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) For Medium Duty GI pipe [BWSSB-V SR 2021-22 Chapter No: 13 Item No: 1.1,1.4] 80 mm Class -B for culverts
20
754
15080
code20 - 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 [BWSSB-V SR 2021-22 Chapter No: 15 Item No: 27.3] 65mm dia
7
1550
10850
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 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: [BWSSB SOR 21-22 P-71 25 B073] 80mm dia
1
8013
8013
code22 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of 100mm dia
1
8858
8858
code23 - Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads [BWSSB-V SR 2021-22 Chapter No: 3 B116A Item No: 52]
9
2731
24579
code24 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [PWD SR 2021-2022,VOL-3 Item No: 4.27] Cutting in Cement Concrete Road Surface
7.34
2394
17571.96
code25 - 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 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 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 SR 2021-22,VOL-3 Item No: 20.28] Cutting in Cement Concrete Road Surface
22.01
6442
141788.42
code26 - Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liablity period etc., having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and tow 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 M.S. angle of size 35x35x3mm frame with properly cross braced M.S. angles of size 35mmx 35mmx3mm duly painted including Two M.S. angle iron posts of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc and fixing the boards in 1;4;8 concrete block of size 60 cm x75 cm including , excavation, refuilling, transportation and labour etc complete, Spec No. As directed by Engineer in charges & MoRTH specification 804
1
9000
9000
code27 - NEW FHTC: Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc.
10.58
951
10061.58
code28 - Earth work excavation for pipelines/cables 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.
95.18
371
35311.78
code29 - Approved make electro fusion saddle comply with BS EN 12201-3:2011. PN-12.5 rating and food grade raw mateial as per BS 6920 for effect on water qualityintended for human consumpution material of conmstrcution: PE 80 or PE 100 and color of fitting- Blue or Black for water applications, EF taping Saddle is V- Regualted type designed to fuse at a fusion voltage of 40V AC. EF tapping saddel shall have molded SS/ Brass metal female threaded outlet. EF 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 is10mins, Exerted pressure should be removed after completing the 10mins cooling time. 63x20, 75x20, 90x20, 110x20, 140x20(Approved Rate)
94
429
40382.4
code30 - 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) 20mm dia (Above GL)
282
320
90420.48
code31 - 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) 20mm dia (Above GL) 32mm dia Casing purpose
35.25
522
18425.5275
code32 - Providing wrought mild steel (galvanized) 20 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any.
94
81
7614
code33 - Supply and delivery at site wrought middle steel (galvanized) 20 mm dia GI elbow confirming to IS 1239- II, 1991 with latest amendments if any.
94
81
7614
code34 - Supply and delivery at site wrought middle steel (galvanized) 20 mm dia GI bend confirming to IS 1239- II, 1991 with latest amendments if any.
658
100
65800
code35 - Supply and delivery at site wrought middle steel (galvanized) 20 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any.
188
106
19928
code36 - Supply and delivery at site wrought middle steel (galvanized) 20 mm dia GI tee confirming to IS 1239-II, 1991 with latest amendments if any.
94
88
8272
code37 - Providing and fixing Flow control valve using food grde materials SS 316 ball / 1/2" [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification. The FCV nominal design is for 7ltr/Min Discharge at 0.5 bar pressure loss and should not exceed the flow at range of 15ltr/Min at 1 bar or more pressure.MOC of valve : Food grade stainless steel SS -316 MOC of valve : stainless steel SS -316 flow direction arrow embossed on its outside surface , the valve should act as flow control valve and non return valve. minimum operating pressure - 0.1kg ( 10cm head). designed pressure 1 mtr to 50 mtr. accuracy of valves + 20 % of average flow rate. orifice size : not less than 12 mm. ball size : not less than 12 mm. weight of FCV : not less than 125 gms. length : not less than 70 cm . The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small flaoting particle if any entered in the valve to vaoid choking . The FCV shall be got tested from FCRI by the manfacturer as per the above standards , the quantum of checking to be done from FCRI is th be atatched . The FCV should be fitted on saddle which is fixed on distribution line ( Approved rate )
94
270
25408.2
code38 - Providing and fixing chlorinated polyvinyl chloride (CPVC) 20 mm pipes confirming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting including fixing the pipe with clamp at 1.00 metre spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (Internal work exposed on wall)
470
157
73790
code39 - 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.
94
1649
155006
code40 - KSRB13-6.1-1 : Providing and fixing in position brass bib cock of approved quality 20 mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3
94
190
17860
code41 - 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.
94
509
47846
code42 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
3.53
2394
8450.82
code43 - 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 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 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.
10.43
6442
67190.06
code44 - Supplying at site RCC verticle fountain slab with CC 1:1 :3 with 20 mm and down size granite jelly with nominal reinforcements as per design plastered with C.M. 1:4, 20 mm thick, with all lead and lift including plank centering, fom work, machine mixing, tamping, curing with appurtenances, Complete as per specifications including cost of steel.
94
1620
152280
code45 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
50.76
85
4314.6
code46 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
4794
1
5752.8
code47 - CONSTRUCTION OF 25KL OHT ON 7.5M STAGING Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work
45.19
73
3298.87
code48 - 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).
3.82
5351
20440.82
code49 - Providing and laying in position Reinforced cement concrete for 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / 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 (6.80 bags)).
7.39
8292
61277.88
code50 - Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. The granite/trap/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 1:3, 12 mm thick, labour,centering, 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 (7.20 bags))
4.84
13731
66458.04
code51 - Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. The granite/trap/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 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, 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.(Contractor 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 (7.20 bags)).
10.53
20305
213811.65
code52 - Providing and laying in position Reinforced cement concrete for top slab of water tank over the staging above the ground level. The granite/trap/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 in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, 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 (7.20 bags))
2.16
16556
35760.96
code53 - Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 550
3.24
64830
210050.8524
code54 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) for:
3.24
11557
37444.68
code55 - Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with alllead and lift etc., complete. 65x65x8mm angle iron frame.
11
4323
47553
code56 - Ladder inside the container Providing anodized ladder using 65mm x 32mm x 3mm C section for ladder side channel x 25mm dia flotel pipe for Rungs at 250 mm leather fixed at an angle of 70 to horizontal including necessary 25mm dia., G.I. shutters with necessary fasteners for bracing the ladders to the tank walls to prevent buckling of the ladder with necessary M15 bed for embedding the ladder bottom complete
5
3099
15495
code57 - 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 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel
1
5750
5750
code58 - 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.
1
2111
2111
code59 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for:
1
3401
3401
code60 - Supplying and fixing DI/CI 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 . For DI/CI puddle flanges of 80mm dia.
3
1526
4578
code61 - Supplying and fixing DI/CI 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 . For DI/CI puddle flanges of 100mm dia.
3
1807
5421
code62 - Supplying and fixing DI/CI 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 . For DI/CI puddle flanges of 150mm dia.
3
2314
6942
code63 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for:
167.46
343
57438.78
code64 - 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:
167.46
213
35668.98
code65 - 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 etc.complete. 80mm
43
2205
94815
code66 - 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.
1600
3
4800
code67 - 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:
3
8013
24039
code68 - Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them. 2.75 meter length, 80mm dia
14
2800
39200
code69 - Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them.1 meter length, 80 mm dia
4
1200
4800
code70 - Labour charges for hoisting C.I. flanged pipes 2.75mtrs length in position aligning the plumb and jointing for RCC over head tank 80mm to 200mm
18
616
11088
code71 - Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I toXXII) 1978 with latest amendments if any cost of all materials, labour charges etc.complete.
1
320
320
code72 - Providing different dia Medium class 90” double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80mm
4
500
2000
code73 - 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:.
1
8606
8606
code74 - Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 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)
53.73
1098
58995.54
code75 - CONSTRUCTION OF RCC VALVE CHAMBER Earth work excavation by manual means for 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.
4.54
186
844.44
code76 - 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, 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)
0.66
4976
3284.16
code77 - Providing and laying in position Reinforced cement concrete for 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. (The cost of steel reinforcement & formwork to be paid separately)
1.33
6231
8287.23
code78 - Providing Themo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for RCC work including straightening, cutting, bending, placing inposition, binding and anchoring to adjacent mebers wherever necessary complete as per Design including cost of material, labour usage charges complete as per specifications. (Teh Laps and wastages shall not be measured separately)
106.4
96
10214.4
code79 - Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials labour complete as per specificaitons.
0.96
258
247.68
code80 - Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons
9.2
358
3293.6
code81 - 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
1.05
122
128.1
code82 - 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. Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete. 100 mm dia
1
25531
25531
code83 - PUMPING MAIN: Earth work excavation for pipelines/cables 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.
48.6
371
18030.6
code84 - 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.
437.4
194
84855.6
code85 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. (For Grade PE100 PN8.0) 75 mm dia pipe
900
247
222300
code86 - 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 80mm dia
2
1740
3480
code87 - Providing 80 mm dia Air valve confirming to IS 1538 (Part-I to
XXII) 1978 with latest amendments if any 110mm dia
2
3000
6000
code88 - Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads
4
2731
10924
code89 - Drilling of Borewell: Sinking of Borewell of 165mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burden. Fixing of casing pipes, collars & cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc, complete including yield testing at the final depth with a minimum working compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) A) 0 to 50.00 mtrs
100
347
34700
code90 - Sinking of Borewell of 165mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burden. Fixing of casing pipes, collars & cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc, complete including yield testing at the final depth with a minimum working compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) A) 50 to 100.00 mtrs
100
442
44200
code91 - Sinking of Borewell of 165mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burden. Fixing of casing pipes, collars & cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc, complete including yield testing at the final depth with a minimum working compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) A) 100 to 150.00 mtrs
100
456
45600
code92 - Sinking of Borewell of 165mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burden. Fixing of casing pipes, collars & cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc, complete including yield testing at the final depth with a minimum working compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) A) 150 to 200.00 mtrs
100
536
53600
code93 - Sinking of Borewell of 165mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burden. Fixing of casing pipes, collars & cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc, complete including yield testing at the final depth with a minimum working compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) A) 200 to 250.00 mtrs
100
634
63400
code94 - Sinking of Borewell of 165mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burden. Fixing of casing pipes, collars & cap with necessary cutting, threading and welding including transportation of Rig & supporting vehicle, crew charges & cost of consumables etc, complete including yield testing at the final depth with a minimum working compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete) A) 250 to 300.00 mtrs
100
700
70000
code95 - Supply of ISI 165 mm Nominal Bore plain end steel Casing pipes grade of Steel Fe-410 of wall tickness Confirming To IS 4700:2001 & latest amendments electric resistance welded steel tube materials & confirming to IS 1387-1993 & Manufactured by basic open hearth electirc or basic oxygen procees in random length of 5 to 7 mtrs both ends threaded confirming to IS 554-1985, one end fixed with a socket confirming to IS 4270:2001 & the otherebd with screwed pipes. All shall be resonably free from defects.The tubes shall be rasonbly straight should be with ISi marking ,wiegjing 25.10 kg/mtr (exclusive of all taxes & duties) Prices include Collar-medium duty.175 mm dia 5.4 mm thick.
80
1325
106000
code96 - Providing and laying at site of work MS Casing Caps as per IS 1239 (part-1) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (part-1) 1982 with all amendments inluding cost of material and labour charge for fixing, if any etc. complete with all lead and lifts and as directed by the engineer in charge.
2
100
200
code97 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (6 KG) 160mm dia
300
528
158400
code98 - Pum-motor :-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. For 15 HP 23 STG
1
69258
69258
code99 - 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.
100
290
29000
code100 - 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. 100mm
1
650
650
code101 - Supply and delivery at site of brand new best make non-return valve as per IS 7 80mm
1
1275
1275
code102 - 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 Indoor type 6 to 15HP pumps
1
14250
14250
code103 - 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
9
550
4950
code104 - Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendments
50
575
28750
code105 - Supply and delivery at site 50mm(2”) dia heavy duty CI adopter set
complete suitable for uPVC Column pipes for Submersible pumpsets
4
1650
6600
code106 - 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.
1
1250
1250
code107 - 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.
1
6150
6150
code108 - Providing main connection from pole - PVC insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.
500
135
67500
code109 - 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.
1
3750
3750
code110 - Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.(In all Kinds of Soil Depth upto 1.5 m)
0.3534
186
65.7324
code111 - 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, 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) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
0.3534
5752
2032.7568
code112 - RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm
1
16401
16401
code113 - Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work
1
1882
1882
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