Rural Water Supply 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
₹ 2,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2021-22/WS/WORK_INDENT38353Bid Award Id
ViewTender No
RWSSD/2021-22/WS/WORK_INDENT38353Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) In Ordinary Soil/hard Soil with manual means, with all lead and lift charges and as per the directions of the Engineer In charge.
2451.61
-
642321.82
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Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M-20 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum, Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, including groove cutting charges, joint filler, separation membrane of impermeable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour, hire charges of machineries, all lead & lift charges etc., complete as per specifications. with OPC at 360 kg/cum and coarse aggregate 0.69cum, fine aggregate 0.46cum. With all lead and lift charges and as per the directions of the Engineer In charge.
239.37
-
1191535.99
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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 standard 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. with all lead and lift charges and as per the directions of the Engineer In charge. PE100 (PN 8.0 / 8 Kg/cm2) 63 mm dia
9832.37
-
1455190.76
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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 standard 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. with all lead and lift charges and as per the directions of the Engineer In charge. PE100 (PN 8 / 8 Kg/cm2) 75 mm dia
312
-
58344
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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 standard 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. with all lead and lift charges and as per the directions of the Engineer In charge. PE100 (PN 8 / 8 Kg/cm2) 90 mm dia
213
-
53037
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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 standard 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. with all lead and lift charges and as per the directions of the Engineer In charge. PE100 (PN 8.0 / 8 Kg/cm2) 110 mm dia
435
-
150945
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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 standard 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. with all lead and lift charges and as per the directions of the Engineer In charge. PE100 (PN 8 / 8 Kg/cm2) 200 mm dia
48.6
-
49815
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Providing and fixing approved make Electro fusion Fittings and Specials suitable of the following Diameter of pipes as per IS 8008 with latest amendments. Approved data rate from Bangalore circle. with all lead and lift charges and as per the directions of the Engineer In charge. HDPE Pipe Special - 63mm Bend
32
-
8104.96
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HDPE Pipe Special - 75mm Bend
2
-
590.98
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HDPE Pipe Special - 90mm Bend
1
-
464.34
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HDPE Pipe Special - 63mm TEE
90
-
22697.1
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HDPE Pipe Special - 75mm TEE
9
-
3292.65
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HDPE Pipe Special - 90mm TEE
8
-
4320.88
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HDPE Pipe Special - 110mm TEE
5
-
6425
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HDPE Pipe Special - 63 mm end cap
28
-
7000
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HDPE Pipe Special - Reducer 110 to 63
5
-
3850
... More
HDPE Pipe Special - Reducer 110 to 90
1
-
810
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HDPE Pipe Special - Reducer 90 to 63
5
-
2255
... More
HDPE Pipe Special - Reducer 90 to 75
5
-
2576.1
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HDPE Pipe Special - Reducer 75 to 63
14
-
4018
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Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller). With all lead and lift charges and as per the directions of the Engineer In charge.
2451.61
-
252515.83
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Supplying and delivery of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and valves should be of vacuum tight and 100% lead proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside pocket less body passage. The valves shell be supplied with suitable size galvanized bolts and nuts of required number. with all lead and lift charges and as per the directions of the Engineer In charge. 50 mm Dia, PN 16
75
-
435750
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Supplying and delivery of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and valves should be of vacuum tight and 100% lead proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside pocket less body passage. The valves shell be supplied with suitable size galvanized bolts and nuts of required number. with all lead and lift charges and as per the directions of the Engineer In charge. 80 mm Dia, PN 16
6
-
51312
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Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
90
-
35190
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Supply and fixing of fixed height surface (Road Box) box H-4057 MD-KU With PP 40% GF Lid, Housing of PA+, Locking Clip of PP with Notched Bolt M12 X 130 Hexagon head A2-70 for service connection Valves, Designed Derived from DIN 4057, Should be Supplied with support tile I (FSL, FSS, SI) Should be able to Receive class AA Traffic, With all lead and lift charges and as per the directions of the Engineer In charge.
81
-
221535
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Providing and laying in position plain cement concrete of grade M15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms.thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery,curing complete as per specifications. For seating Valves shaft. With all lead and lift charges and as per the directions of the Engineer In charge.
1.46
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8025.04
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For House hold Taps for new Proposed. Supply and installation of water connections to individual houses up to water meter point and (excluding civil works like Earthwork excavation for the pipeline trenches and restoration work) for laying of MDPE / GI pipes of 15 / 20 mm diameters for the house connection .Including supply and laying of MDPE and GI pipes with special such as Electro fusion tapping ferrule or suitable dia saddles (All size like 90/75/63 mm Dia) of required pressure rating or higher grade of approved make conforming standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole/tapping suitable to HDPE distribution mains by electro fusion welding. Tapping ferrules (Mechanical type clamp saddle) Including cost of Water Meter MDPE and GI pipes, with all specials such as MDPE Bend Adopter saddle and GI tee, GI elbow, GI coupler, stopper and brass or SS tap Etc. complete including neat and water tight fitting and As directed by engineer in charge. With all lead and lift charges and as per the directions of the Engineer In charge. With all lead and lift charges and as per the directions of the Engineer In charge.
954
-
5546556
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Providing and fixing water meter with stop cock, jam nut, socket in G.I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM of equipments and testing complete as per specifications.With all lead and lift charges and as per the directions of the Engineer In charge.
954
-
1259280
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Supply and fixing of HDPE water meter box to protect the water meter of class 'B: MultiJet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 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 etc. complete as per drawing enclosed. With all lead and lift charges and as per the directions of the Engineer In charge.
954
-
477000
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Flow control Valve 10 LPM : Providing, & fixing Flow control valve using food grade 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 10Ltr/Min. Discharges at 0.5 bar pressure loss and should not exceed the flow the range of 7 Lit /Min at 1 bar or more pressure. MOC of valve - Food grade stainless steel SS-316. MOC of Ball stainless steel-316. Flow direction arrow embossed on its outside surface. The Valve should act as flow control valve and non- return valve. Minimum operating pressure- 0.1 kgf( 10 cm head). Designed pressure: 1 meter to 50 meters. Accuracy of valves: + 20% of average flow rate. Orifice size: not be less than 12mm. Ball size: not less than 12 mm. Weight of FCV: not less than 125 gms .Length: not be less than 70 mm. The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking. The FCV shall be got tested from FCRI by the manufacturer as per above standards, The quantum of checking to be done from FCRI is attached herewith. The FCV should be fitted on Saddle, which is fixed on distribution pipeline. With all lead and lift charges and as per the directions of the Engineer In charge.
954
-
315201.6
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POT REST. Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc., either in pits or in trenches 1.50m and above in width, in ordinary soil not exceeding 1.5 m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50m including breaking clods complete as per specifications .With all lead and lift charges and as per the directions of the Engineer In charge.
19.08
-
5704.92
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Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 CMS. Thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. .With all lead and lift charges and as per the directions of the Engineer In charge.
38.16
-
213428.88
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Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunching's, cantilever girders, bressumers and lintels not exceeding 1m depth including cost of all materials, labour complete as per specifications. .With all lead and lift charges and as per the directions of the Engineer In charge.
95.4
-
27761.4
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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. 75 mm Dia 4ksc. With all lead and lift charges and as per the directions of the Engineer In charge.
954
-
112572
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Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORT Specification No.801 .Approximetly 80 Cm Text (As per Jalotsava Broucher) . With all lead and lift charges and as per the directions of the Engineer In charge.
76320
-
53424
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BULK FLOW METER. Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
3.87
-
963.63
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Earthwork in surface excavation In Hard Soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
3.87
-
1346.76
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Providing and laying in position plain cement concrete of grade M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications.With all lead and lift charges and as per the directions of the Engineer In charge.
1.02
-
5478.22
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Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement .With all lead and lift charges and as per the directions of the Engineer In charge.
1.32
-
7855.06
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Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications.With all lead and lift charges and as per the directions of the Engineer In charge.
0.48
-
2968.7
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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.With all lead and lift charges and as per the directions of the Engineer In charge.
0.03
-
2573.33
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Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S.shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) With all lead and lift charges and as per the directions of the Engineer In charge.
3
-
5454
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Refilling the basement and pipeline trenches with selected earth from trench excavation including watering, consolidation in layers of 15 cms thick, including disposing of the surplus earth with a lead of 200 meters.With all lead and lift charges and as per the directions of the Engineer In charge.
1.8
-
185.4
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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 Dia 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. With all lead and lift charges and as per the directions of the Engineer In charge. 80mm Dia Bulk Flow Metrer
3
-
58353
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Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. With all lead and lift charges and as per the directions of the Engineer In charge.In Ordinary soil
35.13
-
1826.76
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Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. With all lead and lift charges and as per the directions of the Engineer In charge.In Hard soil
35.13
-
2353.71
... More
Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. With all lead and lift charges and as per the directions of the Engineer In charge. In Ordinary Rock without Blasting
17.56
-
13011.96
... More
Providing and laying in position plain cement concrete of grade M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
3.51
-
18851.51
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) With all lead and lift charges and as per the directions of the Engineer In charge.
15.37
-
116449.27
... More
Refilling the basement and pipeline trenches with selected earth from trench excavation including watering, consolidation in layers of 15 cms thick, including disposing of the surplus earth with a lead of 200 meters.With all lead and lift charges and as per the directions of the Engineer In charge.
68.93
-
7099.79
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) With all lead and lift charges and as per the directions of the Engineer In charge.
13.04
-
181795.86
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) With all lead and lift charges and as per the directions of the Engineer In charge.
23.92
-
448485.65
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) With all lead and lift charges and as per the directions of the Engineer In charge.
3.36
-
47783.9
... More
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 500 .With all lead and lift charges and as per the directions of the Engineer In charge.
6.96
-
597012.3
... More
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete .With all lead and lift charges and as per the directions of the Engineer In charge.
3.6
-
11156.4
... More
Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete. With all lead and lift charges and as per the directions of the Engineer In charge.
1
-
5704
... More
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) With all lead and lift charges and as per the directions of the Engineer In charge.
1
-
1818
... More
Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. With all lead and lift charges and as per the directions of the Engineer In charge.
1
-
3590
... More
Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for inlet
1
-
3172
... More
Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for Out let
1
-
3172
... More
Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for over flow
1
-
3172
... More
Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete With all lead and lift charges and as per the directions of the Engineer In charge. 80 mm Dia for wash out
2
-
5294
... More
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete . With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for inlet
16
-
38384
... More
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete . With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for out let
13
-
31187
... More
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete . With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for over flow
16
-
38384
... More
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 7181-1986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete . With all lead and lift charges and as per the directions of the Engineer In charge. 80 mm Dia for wash out
13
-
25584
... More
Supplying and delivery of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and valves should be of vacuum tight and 100% lead proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside pocket less body passage. The valves shell be supplied with suitable size galvanized bolts and nuts of required number. With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for inlet
1
-
10838
... More
Supplying and delivery of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and valves should be of vacuum tight and 100% lead proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside pocket less body passage. The valves shell be supplied with suitable size galvanized bolts and nuts of required number. With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for out let
1
-
10838
... More
Supplying and delivery of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and valves should be of vacuum tight and 100% lead proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside pocket less body passage. The valves shell be supplied with suitable size galvanized bolts and nuts of required number. With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for out let
1
-
10838
... More
Supplying and delivery of Resilient seated soft sealing Sluice valves with body, bonnet of ductile iron of grade GGG40, wedge fully rubber lined with EPDM and seals of NBR and valves should be of vacuum tight and 100% lead proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DN 3202 F4/F5. The stem sealing should be with toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside pocket less body passage. The valves shell be supplied with suitable size galvanized bolts and nuts of required number. With all lead and lift charges and as per the directions of the Engineer In charge. 80 mm Dia for wash out
1
-
8552
... More
Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for inlet
1
-
420
... More
Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for out let
1
-
420
... More
Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for over flow
1
-
420
... More
Providing Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. With all lead and lift charges and as per the directions of the Engineer In charge. 80 mm Dia for wash out
1
-
350
... More
Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. With all lead and lift charges and as per the directions of the Engineer In charge. 100mm Dia for inlet
1
-
420
... More
Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. With all lead and lift charges and as per the directions of the Engineer In charge. 80 mm Dia for wash out
1
-
320
... More
Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. With all lead and lift charges and as per the directions of the Engineer In charge.
305.91
-
65158.83
... More
Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. With all lead and lift charges and as per the directions of the Engineer In charge.
1
-
13833
... More
Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete. With all lead and lift charges and as per the directions of the Engineer In charge.
44.62
-
30296.98
... More
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 all lead and lift etc., complete. 65x65x8mm angle iron frame. With all lead and lift charges and as per the directions of the Engineer In charge.
20.25
-
36875.25
... More
Painting two coats on new concrete surface :Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
6
-
492
... More
Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) .With all lead and lift charges and as per the directions of the Engineer In charge.
3000
-
3000
... More
VALUE CHAMBER. Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
9.4
-
4211.2
... More
Providing and laying in position plain cement concrete of grade M 15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
4.6
-
26135.36
... More
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) With all lead and lift charges and as per the directions of the Engineer In charge.
4
-
7272
... More
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. With all lead and lift charges and as per the directions of the Engineer In charge.
0.34
-
29164.36
... More
CHAIN LINK FENCING. Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5. With all lead and lift charges and as per the directions of the Engineer In charge.
25.34
-
7576.66
... More
Providing and laying in position plain cement concrete of grade M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
4.6
-
24705.68
... More
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammered dressed in courses not less than 20 cms high, bond stones at 2m. apart in each course including cost of materials, labour, curing complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
15.56
-
75898.57
... More
Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
6.14
-
36206.35
... More
KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunching's, cantilever girders, bressumers and lintels not exceeding 1m depth including cost of all materials, labour complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
15.36
-
4469.76
... More
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 CMS. Thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
3.08
-
17226.44
... More
Providing ruled pointing to coursed stone masonry with cement mortar 1:4, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. With all lead and lift charges and as per the directions of the Engineer In charge.
30.72
-
4270.08
... More
Supplying and fixing M.S. Rectangular poles made out of 2 equal angles of 65x65x6 mm welded together and fixed in CC (1:2:4) WITH 2 NOS 16mm dia M.S. hold fast rods each of length 25 cms. Including cost of all materials cutting, bending scaffolding wherever necessary, nicely finishing the welded joints with all lead lifts and as per the directions of the Engineer-in - charge of the work and including providing 2 coats of approved quality paint over one coat of shop painting ( excluding cost of earthwork and concrete). With all lead and lift charges and as per the directions of the Engineer In charge. With all lead and lift charges and as per the directions of the Engineer In charge.
56
-
48104
... More
Providing chain link fencing 50mm size of 8 gauge properly stretched between existing rectangular poles and fixed with suitable bolts & nuts, the free ends shall be welded to the pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts and as per the directions of the Engineer-in-charge of work including two coats of approved quality paint over one coat of shop paint. With all lead and lift charges and as per the directions of the Engineer In charge.
96.6
-
69069
... More
Providing and fixing M.S. Block pipe of 38mm dia, of heavy gauge of 14 including removing the bends, cutting the pipe, and fixing pipe in between the existing two verticlepoles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary withall lead and lift as directed by the Engineer-in-charge of work etc., complete including two coats of approved quality paint over one coat of shop paint. With all lead and lift charges and as per the directions of the Engineer In charge.
228
-
93024
... More
Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 gauge M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members as shown in the drawing etc., complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, with lead and lift, loading and unloading charges, etc., complete as per specification. With all lead and lift charges and as per the directions of the Engineer In charge.
7.2
-
21686.4
... More
OHT REPAIRS. Sealing of cracks, porous concrete by injection process through nipples/Grouting complete as per Technical Specification including cost of materials, labour, HOM complete as per specifications. A. Cement Grout" Dome inside With all lead and lift charges and as per the directions of the Engineer In charge.
50
-
12500
... More
Extra for Water proofing the inside surface of Tanks (OHT & UGT ) applying of modified polymers soft acrylic esters coat @ 0.40 kg/sqm in 2 coats including all labour charges tools and equipments, all complete as per the specification. With all lead and lift charges and as per the directions of the Engineer In charge.
47.1
-
12952.5
... More
Providing and fixing food grade epoxy painting to over head tank and sump tank after cleaning and drying including pumping and bailing out of water, including cost of all materials labour lead and lifts etc., complete. With all lead and lift charges and as per the directions of the Engineer In charge.
47.1
-
4710
... More
Providing 2 coats of Snowcem/Waterproof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. With all lead and lift charges and as per the directions of the Engineer In charge.
178.88
-
38101.44
... More
Providing and fixing enameled gauge plate 3 mm dia thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. Note : Providing and fixing enameled gauge plate 3 mm dia thick, 0.23 M wide For Every additional 0.50M .7.50 mtr Staging. With all lead and lift charges and as per the directions of the Engineer In charge.
1
-
3925
... More
Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminum strip of spike 25mm diax3mm dia including grounding as per specification. The aluminum strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. Note: Data every additional running meter. With all lead and lift charges and as per the directions of the Engineer In charge.
1
-
10692
... More
Ladder inside the container: Providing anodized aluminum ladder using 65mm dia x 32mm dia x 3.0mm dia ‘C’ section for ladder side channel x 25mm dia ., flutal pipe for Rungs at 250mm dia c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. 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 .With all lead and lift charges and as per the directions of the Engineer In charge.
3.5
-
10846.5
... More
Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORT Specification No.801 .With all lead and lift charges and as per the directions of the Engineer In charge.
3000
-
2100
... More
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 all lead and lift etc., complete. 65x65x8mm angle iron frame. With all lead and lift charges and as per the directions of the Engineer In charge.
13
-
23673
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