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
₹ 3,21,386Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2021-22/WS/WORK_INDENT38447/CALL-2Bid Award Id
ViewTender No
RWSSD/2021-22/WS/WORK_INDENT38447/CALL-2Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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BOQ Items
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. - Cutting in Cement Concrete Road Surface ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2.23
-
2713.02
Providing and laying in position plain cement concrete of mix Sqm0 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 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
5.45
-
37116.24
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. HDPEPE 80 PN 8 /8KSC 75 mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
103
-
23679.7
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. HDPE PE 80 PN 8/8KSC 160 mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
90
-
77319
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. HDPE PE 80 PN 10 /10KSC 75 mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
310
-
82181
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. HDPE PE 80 PN 10/10KSC 160 mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
658
-
668791.2
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. HDPE PE 80 PN 12.5/12.5KSC 160 mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3800
-
4564560
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. Pumping Main to Proposed OHT from Existing Sources HDPE PE 80 PN8 /8KSC 75 mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
930
-
213807
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. Pumping Main to Proposed OHT from Existing Sources HDPE PE 80 PN 8/8KSC 90 mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1710
-
509751
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) Class-B (MEDIUM) - 80 mm Dia GI Pipe - Class(B) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
25
-
16225
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) Class-B (MEDIUM) - 100 mm Dia GI Pipe - Class(B) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
30
-
27654
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) Class-B (MEDIUM) - 150 mm Dia GI Pipe - Class(B) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
50
-
49995
Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 80 mm dia GI collar ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4
-
1100
Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any.100 mm dia GI collar ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
5
-
1725
Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 150 mm dia GI collar ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
8
-
3800
Giving hydraulic test for C.I / R.C.C /P.V.C / H.D.P.E or A.C pipelines to the pressure equal to 2 times the working pressure includng cost of supply of water. Up to 80 mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1343
-
6795.58
Giving hydraulic test for C.I / R.C.C /P.V.C / H.D.P.E or A.C pipelines to the pressure equal to 2 times the working pressure includng cost of supply of water. Up to Up 80 to 100 mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1710
-
10909.8
Giving hydraulic test for C.I / R.C.C /P.V.C / H.D.P.E or A.C pipelines to the pressure equal to 2 times the working pressure includng cost of supply of water. Up to Up 150 to 200 mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4548
-
46526.04
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
769.6
-
87195.68
Providing Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. Size 80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
13
-
35100
Providing SLUICE valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. Size 80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
2900
Providing SLUICE valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. Size 100mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
5
-
19000
Providing and laying in position reinforced cement concrete of Design mix Sqm0 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. for Culvert Crossings ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2.37
-
15743.67
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
21.96
-
7222.64
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
11.56
-
71387.62
Providing and laying in position plain cement concrete of mix Sqm0 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
11.31
-
70702.2
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
0.68
-
52944.94
Supplying transfortation and errection of Concord cement concrete box type pump house of size 132 x 56 x 28 cm with two support of sizex 4 x 153 cm made of fabricated steel structure 4 mm MS wire welded together coupled with chiken mesh and provided with edge stiffners in the form of MS plates of size 20 x 3 mm with 6 mm aggregates, having thin (less than one inch) sections in general and all surfaces are painted with two coats of anti fungus paint of approved appropriate colour and shade including excavation embeding in to cement concrete of mix Sqm0. Proportion of size 60 x 30 x 45 cm and refilling the excavated stuff with all lead and lift, loading and unloading etc complete and as per the directions of the engineer incharge of work. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
11642.4
Providing, supplying to work site, fixing of Submersible PumpSet of 150mm dia suitable for bore well and confirming to IS 8034 3Phase, SS Bowl & Impeller with Low volt Motor and as per specifications, with testing, as per instructions of engineer incharge of work and latest amendmnents (PHE SR Item no.12.02.3.(C), P.No.102) 5.00 HP - 155 LPM @ 70 m = 5 STG Outlet Dia - 2.00" ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2
-
61810
Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1X3X4 Sqm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
60
-
6480
Supply installing testing and commissioning COMMON CONTROL PANEL consisting of the following INCOMING 1 No. Set of Phase indicating lamps with SFU of suitable 1 No., Analog Ammeter, 1 No Analog Voltmeter 1 No. with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1No. DOL of S/D Starter suitable for respective HP 1 No. Electrical Protection like single Phase preventor, Under voltage Over voltage, Under current Over current Protection suitable for the pump described above 1No. OUTDOOR type Up to 6HP. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2
-
19034
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) :Class-B (MEDIUM) - 65mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
20
-
10472
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 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2
-
3150
Supply and delivery at site wrought middle steel (galvanized) 65 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4
-
920
Providing wrought mild steel (galvanized) 65 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2
-
410
Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour 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 testing of as per instructions of engineer incharge of work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2
-
11300
Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer incharge of work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2
-
2396
Providing, supplying to work site, fixing of Submersible PumpSet of 150mm dia suitable for bore well and confirming to IS 8034 3Phase, SS Bowl & Impeller with Low volt Motor and as per specifications, with testing, as per instructions of engineer incharge of work and latest amendmnents. 7.50 HP - 90 LPM @ 165 m = 15 STG Outlet Dia - 2.00" ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
55387
Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.1X3X4 Sqm. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
150
-
16200
Supply installing testing and commissioning COMMON CONTROL PANEL consisting of the following INCOMING 1 No. Set of Phase indicating lamps with SFU of suitable 1 No., Analog Ammeter, 1 No Analog Voltmeter 1 No. with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1No. DOL of S/D Starter suitable for respective HP 1 No. Electrical Protection like single Phase preventor, Under voltage Over voltage, Under current Over current Protection suitable for the pump described above 1No. OUTDOOR type 6HP to 10HP. Panel Board ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
14500
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) :Class-B (MEDIUM) - 65mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
120
-
62832
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 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
1575
Supply and delivery at site wrought middle steel (galvanized) 65 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
20
-
4600
Providing wrought mild steel (galvanized) 65 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
205
Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour 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 testing of as per instructions of engineer incharge of work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
5650
Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer incharge of work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
1198
Open condute system. Supplying heavy gauge PVC conduit pipe 19/20 dia 2 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall / stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
150
Point wiring using copper wire with switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short ppint up to 3m from tapping point to out let via switch. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
600
Supplying of 2x4' feet - PVC Batten with integrated LED tube 20/22 W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V @ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.- LED light fighting 2x 4' - 20 /22 w ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
625
Supplying and fixing 32 Amps flush/project typ Bakelite D.P. with neon indicator over existing wood board or flash mounting in plastic plates/inches . ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
185
Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit confirming to IS 3049/1968. 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2
-
7266
Supplying and fixing one of 32A. Porciline Fuse channels with cutouts on existing wooden/panel board using necessary nuts bolts and washers etc, complete. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
522
Supplying of TPST with rewirable porcelain channels in SM enclosure. Made out of 14 SWG powder coated paint of approved colour32 amps. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
1800
Fixing of 15 to 63A.TPST /change over switch along with neutral link with xrews bolts, nuts andf wiringusing required capacity wires and circuit labelling.a) 15A to 63A TPST. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
240
Supplying fixing and wiring current operated earth /residual current circuit breaker 240/450 V with 16 kA short circuit withstanding capacity upto 300 mA sensitivity on existing wood/panel board 40 Amps 4 Pole. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
4600
Supplying and fixing of LED type panel Board indicating lamp with required color suitable for 220 v A.C.50 Hz 12/24 v DC Group B ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
430
Insulated cable on messenger wire using 2 single corewires for a single phase and 4 single core wires for 3 phase. Supplying and stringing PVC insulated and PVC sheathed 650/1100V class aluminium cunductor of siz supported by 3.15 mm. (10 SWG) GI mesenger wire with two break insulators, one at each end of the span with suspenders at intervals iof 0.75 m. Each suspender shall be porcelain reel insulators, of suitable core through which insulator wire passes(single core or twin core a the case may be) and this reel insulator shall be fixed to the messenger wire using 2 mm (No.14SWG) GI witre suitably blent and twisted. Seperate reel insulator shall be provided for each wire, the mesenger wire shall be dead-ended on the clamp provided to the departmental pole wide item no:4 above 3 Phase using 4 wire. 10 Sqmm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
30
-
3750
Supplying and fixing guy set for items I (a) and (b) (Wherever span exceeds 10mm) formed out of not less than 12mm dia with cement concreting work including one break insulator as per approved drawing. If a suitable wall or RCC roof is not available for anchoring guy sets the anchoring has to be done by fixing GI wire to the rafter of the tile or absetors. for 11 kV SYSTEM, ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
159
Supplying, fixing and wiring service mains in pipe of the following sizes with necessary threaded water tight bend, collers, hooks, wooden plug, bushing and screws etc.A. 16 SWH braised conduit pipe finished with black stove enamelling inside and outside.B. PVC conduit pipe.C. PVC insulated Aluminium wire 650/1100V grade.Single core or twin core as the case may be) with necessary length of loose wire not less than 1 meter long to be terminated inside meter board without joints and connected to the main side of the energy meter, using be- metallic connectors, accessories, sleevs etc inclusive of masonry path work. The conduit shall be connected ot the earth electrode by means of GI wire not less than 4mm (8SWG) and tinned clamp of width 25mm and 24 guage with GI bolt, nut and washers. Three Phrase service mains with 4 wire. 4 x 10 sq.mm. in 32 mm conduit. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
10
-
1800
Supplying and fixing 500 x 500 x 65 mm. (20" x 20" x 2.5") polished wood board made of not less than 15 mm. Thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs, screws, etc. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
292
Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
4745
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
179.43
-
88423.1
Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
29.91
-
83601.44
Providing and laying in position plain cement concrete of grade M 15 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.. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
12.84
-
86376.22
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 R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
26.1
-
247992.28
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) Columns up to 6.00m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
12.84
-
161548
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) up to 6.00m to 7.50 m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1.68
-
21650.87
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)up to 7.50m to 9.00 m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1.68
-
22177.55
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) up to 9.00 to 10.50m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
7.77
-
105066.87
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) up to 10.50 to 12.00m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1.68
-
23271.56
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
45
-
899654.4
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 specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) staging 12.00 m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
9.12
-
150899.7
Providing 20mm thick cement plaster in single coat with cement mortar 1:4, tostone masonry / concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curingcomplete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
968.37
-
304029.45
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
9.51
-
880910.35
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
49.5
-
99153.45
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
10.8
-
36816.12
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
18958.5
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
5999.4
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
968.37
-
226889.09
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 12.0 M staging.. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
45648.9
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 3.0 M height. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
11847
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
46.65
-
34842.88
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 2.75-meter length, 80 mm dia 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
54
-
151200
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 80 mm dia 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
24
-
28800
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 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
54
-
36590.4
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.80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
12
-
34940.4
Labour charges for fixing puddle flanges in position of RCC including (80mm to 200mm) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
12
-
6151.2
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
12
-
4200
Supply of rubber insertion sheet (3 mm) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
66
-
6270
Supply of Bolt & Nuts with Washers ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
132
-
9955.44
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
9
-
26100
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
74.82
-
36871.3
Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
12.47
-
34854.9
Providing and laying in position plain cement concrete of grade M 15 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
5.28
-
35519.19
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 R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
10.01
-
95111.22
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). Upto 6.00m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4.06
-
51081.38
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). Upto 6.00m to 7.50m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
0.56
-
7216.96
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). Upto 7.50m to 9.00m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2.37
-
31286.18
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). Upto 9.00 m to 10.50m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
0.56
-
7572.39
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). Upto 10.50 m to 12.00m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
0.56
-
7757.19
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
19.09
-
381653.39
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 specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) staging 12.00 m ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3.29
-
54436.41
Providing 20mm thick cement plaster in single coat with cement mortar 1:4, tostone masonry / concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curingcomplete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
361.48
-
113490.26
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3.65
-
338099.13
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
21.75
-
43567.42
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4.5
-
15340.05
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
6319.5
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.) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
1999.8
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
361.48
-
84694.76
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 12.0 M staging. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
15216.3
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 3.0 M height. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
3949
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
18.22
-
13608.52
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 2.75-meter length, 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. 80 mm. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4
-
11200
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 2.75-meter length, 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. 100mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
14
-
46998
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 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. 80 mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
1200
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of 1-meter length, 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. 100 mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
4467
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 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
18
-
12196.8
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. 80mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
2911.7
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. 100mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
10467.6
Labour charges for fixing puddle flanges in position of RCC including (80mm to 200mm) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4
-
2050.4
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. 80mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
350
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. 100mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3
-
1260
Supply of rubber insertion sheet (3 mm) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
22
-
2090
Supply of Bolt & Nuts with Washers ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
44
-
3318.48
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
2900
Providing100 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2
-
7600
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. Platform ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
10.84
-
5341.95
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 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
9.16
-
60321.81
Providing and laying in position plain cement concrete of mix Sqm0 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
16.28
-
118937.45
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 2 m. apart in each course including cost of materials, labour, curing complete as per specifications.. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1.36
-
9262.04
Providing 15mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
55.44
-
13067.76
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
10.15
-
5001.92
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1.15
-
7573.15
Providing and laying in position reinforced cement concrete of Design mix Sqm0 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
5.9
-
42711.22
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
0.4
-
37051.96
Supply and Fixing of Cast Steel Double Flanged Dual plate check valve Class 150 Conforming to API 594 with latest amendments as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking etc., complete with all lead and lift. The rates are inclusive of cost of Bolts and Nuts. 80mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
5
-
22841.5
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
5
-
97255
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
83.23
-
41015.74
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
6.97
-
45899.89
Providing and laying in position reinforced cement concrete of Design mix Sqm0 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 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
39.36
-
284934.52
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2.87
-
265847.81
Providing 2 coats of snowcem /Water-proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loose plastering, removal of vegetations, fungus, cleaning the surface, replastering wherever required in CM 1:3 to the required shape with necessary scaffolding & curing etc., (Including cost of materials). ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
485.9
-
113846.37
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. - Cutting in Cement Concrete Road Surface. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2.6
-
3163.16
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.hard soil ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3461.82
-
495040.26
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) hard soil ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1483.64
-
427585.05
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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1236.36
-
140079.59
Providing and laying in position plain cement concrete of mix Sqm0 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. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4.08
-
27786.11
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. -HDPE PE100-PN8 Class. 63mm Dia Pipe ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
9228
-
1502318.4
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. -HDPE PE100-PN8 Class. 75mm Dia Pipe ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2303
-
473727.1
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading, unloading and Specials 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 complete item of work as per the directions of department engineer in charge. (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. -HDPE PE100-PN8 Class. 90mm Dia Pipe ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
558
-
152836.2
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) (RWS SR I.No.10.04.2) - :Class-B (MEDIUM). 80mm dia GI Pipe ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
116
-
75284
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) Class-B (MEDIUM). 100mm dia GI Pipe ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
6
-
5530.8
Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 80 mm dia GI collar ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
19
-
5225
Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 100 mm dia GI collar ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1
-
345
Giving hydraulic test for C.I / R.C.C /P.V.C / H.D.P.E or A.C pipelines to the pressure equal to 2 times the working pressure includng cost of supply of water. Up to 80mm dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
11647
-
58933.82
Giving hydraulic test for C.I / R.C.C /P.V.C / H.D.P.E or A.C pipelines to the pressure equal to 2 times the working pressure includng cost of supply of water. Up 80mm to 100mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
564
-
3598.32
Providing 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. Size 80mm ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
10
-
29000
Supply and installation of water connections to individual houses up to water meter point (which shall be fixed about one meter from customer boundary) and includes civil works like Earthwork excavation for the pipeline trenches for laying of MDPE /GI pipes of following diameters for the house connection in all types of soils, disintegrated rock, soft rock, hard rock, including cutting of any road using machine cutter, crossing drains, compound, cutting any surfaces along the pipelines such as tiles /floor/concrete/or any other surfaces using machine cutter, boring the wall surfaces comprising of BBM or SSM for conveying the pipelines to customer property, restoring the damaged portions inside or outside the property premises, refilling etc. Complete supply and laying of MDPE PE-80, PN 12.5 pipes with special such as Electro fusion tapping ferrule or saddles of pressure rating PN12.5/SDR 11 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) with cost of GI pipes, all specials such as GI tee, GI elbow, GI coupler, stopper etc, and brass or SS tap for the following diameters. 15mm Dia ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
136
-
869774.4
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 and testing complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
136
-
197472
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 fixed on the 0.6mx0.6mx0.1m precast slab with 4 Each of MS Bolts and 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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
136
-
74800
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 Hard Soil ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
404.6
-
116605.72
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). Ordinary Rock ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
134.86
-
87820.83
Providing and fixing to wall, ceiling and floor, medium density polyethylene 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 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4329
-
509523.3
Supply And delivery at site special moulded variety 20mm dia POVC elbows as per IS 7834/1987 and fabricated as per IG 124/1984 with ISI mark with its latest amendments ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
999
-
34965
Supply And delivery at site special moulded variety 75mm dia PVC Service saddles as per IS 7834/1987 and fabricated as per IG 124/1984 with ISI mark with its latest amendments. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
333
-
39960
Providing and fixing in position bib cock of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
333
-
69597
Providing and fixing in position nominal bore brass ferrule with C. I mouth cover including boring and tapping the main, cost of all materials, labour and HOM with all leads complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
333
-
76556.7
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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
479.52
-
54329.62
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 and testing complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
333
-
483516
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 fixed on the 0.6mx0.6mx0.1m precast slab with 4 Each of MS Bolts and 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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
333
-
183150
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 and testing complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
320
-
464640
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 fixed on the 0.6mx0.6mx0.1m precast slab with 4 Each of MS Bolts and 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, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
320
-
176000
Providing and Fixing RCC Standpost with Standard Specification for proposed FHTC ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
50
-
75000
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. MORTH Specification No 803. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
57.4
-
5177.48
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 and as per the instruction & Directions of department engineer in charge. (“ii) English or any Local language - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
12096
-
9313.92
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.- For valve chambers (RWS SR I.no.2.04 P.no.24) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
11
-
3617.9
Providing and laying in position plain cement concrete M15 grade cement @ 240kgs, with granite graded metal of 20 mm and down size and clean sieved river sand for foundation and levelling course, machine mixed, concrete laid, well compacted, including cost and conveyance of all materials, all leads and lifts, loading and unloading, labour, hire charges of machinery, T&P., curing and all other incidental items of work required for successful completion of the work and as directed by the Engineer -in-charge of the work etc complete. (RWS SR I.no.4.04 P.no.33) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
0.8
-
5549.78
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement@320 kgs,with 20mm and down size graded granite metal coarse aggregate @0.69 cum and fine aggregate @0.46cum, with super plasticisers @ 3 ltrs 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 ratf footing, retaining walls, returnwalls, walls (any thickness), including finishing the exposed faces in Cement Mortar 1:3 12mm thick and all other incidental items of work required for successful completion of the work as per approved drawings, specifications and as directed by the Engineer-in-charge - For Valve chamber walls, Slab Covers etc ., complete. For Valve chambers RCC works. (RWS SR I.no.4.08 P.no.33) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
4.3
-
31128.52
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 @0.69 cum and fine aggregates @ 0.47cum, with super plasticisers @ 3 liters conforming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for for roof slabs, staircase ,lintels and beams retaining walls, return walls, walls (any thickness) including attached pilasters columns, lintels, 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. (Ground Floor) (RWS SR I.no.4.11 P.no.34) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3.7
-
27733.31
Providing 20mm thick cement plaster in single coat with cement mortar 1:4, to stone masonry including rounding off corners wherever required smooth rendering,including providing and removing scaffolding, cost of materials, labour, curing etc.,complete as per specifications. (RWS SR I.no.9.15 P.no.68) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
14.3
-
4489.63
Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, including providing and removing scaffolding, cost of materials, labour, curing complete as per specifications. (RWS SR I.no.9.17 P.no.68) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
6.4
-
1735.36
Providing 20mm thick cement plaster in single coat with cement mortar 1:6, to stone masonry including rounding off corners wherever required smooth rendering,including providing and removing scaffolding, cost of materials, labour, curing etc.,complete as per specifications. (RWS SR I.no.9.16 P.no.68) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
34.9
-
10200.92
Providing and laying flooring with M15 cement concrete 40 mm thick using broken granite 20mm & down size laid to line and level in one layer and finish with a floating coat of neat cement including cost of materials, labour, curing , complete as per specification. (RWS SR I.no.8.06 P.no.62) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2.9
-
1228.99
Providing and fixing in position aluminum windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85 x 31.75mm. With 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mm x 18mm, 1.25mm thick 0.417 kg/m, shutter outer side 40mm x 18mm, 1.25mm. thick weight 0.417 kg/m, shutter interlock section 40mm x 26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminum handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminum sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminum sections pretreated for removal of any Specification. (Ground Floor) - using aluminium section powdered coated to a minimum of 60 - 70 microns with exterior durable pure polyester grade powder of approved quality ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
0.4
-
1916.64
Providing and fixing 1mm thick M.S. sheet garage door with frame and diagonal braces of size 40x40x6 mm angle Iron , 3.15 mm thick M.S Gusset plates at the junctions and corners, with handles, stoppers and locking arrangements etc., including applying a primer coat of red lead paint cost of materials, labour, HOM of machinery complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
1.8
-
5403.42
Providing & applying painting in two coats with plastic emulsion paint of approved brand over a coat of primer on wall surface to give an even approved shade after throughly brushing the and shade on ceiling and / or sloping roof surface, free from mortar drops and other forein matter including preparing the surafce even and sand paper smooth, cost of materials, labour, complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
6.4
-
668.8
Providing & applying painting in two coats with plastic emulsion paint of approved brand over a coat of primer on wall surface to give an even approved shade after throughly brushing the surface, free from mortar drops and other forein matter including preparing the surafce even and sand paper smooth, cost of materials, labour, complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
14.3
-
1415.7
Providing & finishing external walls in two coats with water proof cement paint of approved brand and shade over a coat of primer to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter, cost of materials, labour, complete as per specifications. (Ground Floor) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
34.9
-
3915.78
Providing TMT bars Fe 500 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) cost of materials, labour, HOM of machinery complete as per specifications and as directed by the engineer in charge. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
0.96
-
88924.7
Providing and removing, centering, shuttering, strutting, propping etc and removal of form work for foundations, bases of columns for mass concrete including cost of all materials, labour complete as per specifications ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
3.2
-
925.76
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surfaces such as walls of any thickness including cost of all materials, labour complete as per specification. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
59.5
-
23627.45
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as roofs, landings, balconies and likes, thickness upto 200mm including cost of all materials, labour complete as per specification. (Ground floor) ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
11.1
-
4981.68
Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications. ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
11
-
2432.1
Earthwork excavation for scour lines in trenches in all soils including refilling, supply and laying 100 mm dia PN6 PVC pipe for leading off leakage water, with all lead and lift,- For valve chambers ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
10
-
2620
providing and fixing 3 rows of 40mm SS pipe for railing ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.
2.7
-
540
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