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
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Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT29190/CALL-2Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT29190/CALL-2Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means A) Ordinary / Hard Soil - (Depth upto 3m
32.17
-
4182.1
... More
Ordinary Rock (not requiring blasting)
32.17
-
5597.58
... More
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. Cutting in Cement Concrete Road Surface
8.44
-
9334.64
... More
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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. A) 63 mm dia
382.47
-
49721.1
... More
75 mm dia
34.4
-
5572.8
... More
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)
80.41
-
8282.23
... More
Providing, laying, spreading and compacting specified graded, gravel or any other course material 60% and crushed stone aggregates of granite/trap/basalt 40% in sub-base course, close grading-I including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, spreading in uniform layers with motor grader on a pepared base and compacting with power roller to achieve the desired density including all materials, labour, HOM lighting, guarding, barricading and maintaince of diversion complete as per Specifications.
2.81
-
4215
... 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 aggregtes @ 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.
5.63
-
32676.52
... More
Supply and delivery of Resilient seated soft sealing Sluice Valves PE-10 with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 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 with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. for 50mm
3
-
17430
... More
80 mm
1
-
8552
... More
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 supplied with support tile I (FSL, FSS, SI) should be able to recieve class AA traffic loads.
4
-
10940
... More
PIPE LINE IN PUMPING MAIN: 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) 90 mm dia pipe a) Ordinary Soil
8.44
-
2321.84
... More
Hard Soil
8.44
-
2321.84
... More
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 1.50 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed (Manual Means) In Ordinary rock without blasting IN Ordinary rock without blasting
3.375
-
1998
... More
Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means Ordinary / Hard Soil - (Depth upto 3m)
6.75
-
877.5
... More
Ordinary Rock (not requiring blasting)
6.75
-
1174.5
... More
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. Cutting in Cement Concrete Road Surface
2.03
-
2245.18
... More
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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. 75 mm dia pipe
100
-
16200
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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)
16.88
-
1738.64
... More
Restoration Of Road Providing, laying, spreading and compacting specified graded, gravel or any other course material 60% and crushed stone aggregates of granite/trap/basalt 40% in sub-base course, close grading-I including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, spreading in uniform layers with motor grader on a pepared base and compacting with power roller to achieve the desired density including all materials, labour, HOM lighting, guarding, barricading and maintaince of diversion complete as per Specifications.
0.68
-
848.64
... 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 aggregtes @ 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.
1.35
-
7835.4
... More
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 amemdments 80 mm dia
4
-
6300
... More
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 supplied with support tile I (FSL, FSS, SI) should be able to reccieve class AA traffic loads.
4
-
10940
... More
FOR NEW FHTC CONNECTION Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.
23.94
-
26477.64
... More
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/in Hard Soil
60.33
-
16596.78
... More
In Ordinary rock without blasting
15.08
-
9373.73
... More
Approved make Electro fusion saddle comply with BS EN 12201 - 3:2011, PN - 12.5 rating and food grade raw material as per BS 6920 for effect on water Quality intended for human consumption. Alaterial of construction: PE 80 or PE 100 and colour of fitting - Blue/Black for water applications, EF tapping saddle is V- Regulated type.Designed to fuse A a fusion voltage of 40 volt AC. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet.EF tapping Saddle is fused by using a top loading pillar type pressure exerting 1500N (150 kilograms approx.) top load on EF Saddle. Fusion time is 170 secs and cooling time is 10mins, Exerted pressure should be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20 a)HDPE Service Saddles 63mm Dia
106
-
43778
... More
75mm Dia
27
-
11151
... More
Providing and fixing to wall, ceiling and floor, medium density polythelene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications MDP pipe-20mm dia
532
-
56924
... More
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 15mmdia
266
-
10108
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any.
266
-
10108
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any.
133
-
7315
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI bend confirming to IS 1239-II, 1991 with latest amendments if any
133
-
8645
... More
Supplying, laying, jointing , testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) 15mm dia
279.3
-
35191.8
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For GI encasing 32 mm dia for drain crossing
99.75
-
28029.75
... More
Providing, & fixing Flow control valve using food grade materials SS316 ball/1/2"(15 mm) including cost of all materials,labour charges,HOM and testing complete as per of following specification.The FCV nominal design is for 5Ltr/Min Discharges the range of 7 Lit/min at 1 bar or more 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 less than 12 mm.weight of FCV: 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 here with.The FCV should be fitted on Saddle,which is fixed on distribution pipeline.
133
-
33915
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Providing and fixing water meter with stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screw includeing cost of materila, labour. Nom and Testing complete as per specification No: KBS
133
-
175560
... More
Providing and Fixing in Position Brass Bib cock of approved quality nominal bore including cost of allmaterials , labour and hHOM with alla leads complete aas per specifications 50mm dia
133
-
25935
... More
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
133
-
66500
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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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits.
71.82
-
7397.46
... More
Restoration Of Road Providing, laying, spreading and compacting specified graded, gravel or any other course material 60% and crushed stone aggregates of granite/trap/basalt 40% in sub-base course, close grading-I including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, spreading in uniform layers with motor grader on a pepared base and compacting with power roller to achieve the desired density including all materials, labour, HOM lighting, guarding, barricading and maintaince of diversion complete as per Specificati
7.98
-
11970
... More
Providing and laying in position plain cement concrete of mix M 20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 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.
15.96
-
92631.84
... More
REPAIRS TO ELSR EXISTING ELSR : BULK FLOW METER: Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. 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. As per the direction of Engineer incharge of the work 100 mm dia.
1
-
25531
... More
CONSTRUCTION OF ELSR OF 50 KL CAPACITY AT 9 M STAGING.: 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 oflabour, materials and HOM of machineries, etc., complete as per specifications. As per the direction of Engineer incharge of the work For Raft a)Ordinary/Hard Soil
51.28
-
2799.89
... More
Ordinary Rock (without blasting)
12.82
-
901.89
... More
Providing minimum or gravel bedding for the pipe line including watering and consolidation by punners etc.complete with all lead and lift (in black cotton soil and rock reaches ) As per the direction of Engineer incharge of the work
16.024
-
4150.22
... More
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs,with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes@ 0.56cum, 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.Levelling Coarse. As per the direction of Engineer incharge of the work
3.205
-
18903.09
... More
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fine aggregates @ 0.47 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 R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges). As per the direction of Engineer incharge of the work
9.059
-
62171.92
... 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) As per the direction of Engineer incharge of the work
7.614
-
101121.53
... 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) As per the direction of Engineer incharge of the work
19.428
-
357106.07
... 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) As per the direction of Engineer incharge of the work
3.97
-
53749.83
... 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. As per the direction of Engineer incharge of the work
5.01
-
350239.08
... 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. As per the direction of Engineer incharge of the work
4
-
12396
... 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. As per the direction of Engineer incharge of the work
1
-
5776
... 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.) As per the direction of Engineer incharge of the work
1
-
1818
... 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 As per the direction of Engineer incharge of the work
5
-
13235
... 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 jointingmaterial,conveying to work spot with all lead and lifts etc complete
48
-
94464
... More
Providing 80 mm dia Sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. As per the direction of Engineer incharge of the work
4
-
11600
... More
Providing 80 mm dia 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. Duck foot bends As per the direction of Engineer incharge of the work
4
-
1400
... 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. As per the direction of Engineer incharge of the work
271.24
-
57774.12
... 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. (upto 6m 9645.00, add 698 for every additional running meter) For 6.00 m Staging As per the direction of Engineer incharge of the work
1
-
11680
... 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. As per the direction of Engineer incharge of the work
39.28
-
26946.08
... 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. As per the direction of Engineer incharge of the work
22.5
-
40972.5
... 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 “ MORTH As per the direction of Engineer incharge of the work
3000
-
2100
... More
CONSTRUCTION VALVE 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 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. including breaking of clods complete as per specifications A) In ordinary soil. As per the direction of Engineer incharge of the work.
9.08
-
2260.92
... More
In hard soil
9.08
-
4067.84
... More
Providing and laying in position plain cement concrete of grade M 10 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. As per the direction of Engineer incharge of the work.
2.64
-
15000.48
... More
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 as per specifications. As per the direction of Engineer incharge of the work.
4.28
-
26369.08
... More
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. Precast slab. As per the direction of Engineer incharge of the work.
1.04
-
6649.76
... 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 specification .80 kg/cum. As per the direction of Engineer incharge of the work.
0.44
-
30516.64
... More
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. As per the direction of Engineer incharge of the work.
3.84
-
990.72
... More
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. For vartical wall. As per the direction of Engineer incharge of the work.
36.8
-
13174.4
... More
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinthin layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming afterwatering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as perspecifications. As per the direction of Engineer incharge of the work.
4.2
-
844.2
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