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
₹ 6,45,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2021-22/WS/WORK_INDENT39852Bid Award Id
ViewTender No
RWSSD/2021-22/WS/WORK_INDENT39852Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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BOQ Items
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
1836.804
-
481242.65
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 out Blasting
612.268
-
362462.66
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)
5510.41
-
567572.23
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2) 63 mm Dia
10876
-
1413880
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2) 75 mm Dia
4153
-
672786
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2) 90 mm Dia
3854
-
809340
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2)110 mm Dia
1360
-
391680
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2) 125 mm Dia
771
-
276018
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2) 140 mm Dia
397
-
179047
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2) 160 mm Dia
281
-
156236
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2) 180 mm Dia
1818
-
1239876
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used.PE100 (PN 6.0 / 6 Kg/cm2) 200 mm Dia
221
-
184756
Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS.80mm Dia
38
-
324976
Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS.100mm Dia
5
-
54190
Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS.150mm Dia
5
-
94825
Providing & supplying of Nuts & Bolts as jointing material @ 1.4 Kg/Joint for valves
134.4
-
10136.45
Providing & supplying of rubber insertion sheet (3mm) as packing material (0.3 Kg/Joint)
28.8
-
2736
Providing and laying of RCC NP2 pipes for culverts including pointing ends and fixing collars with cement morter 1:2 including cost of materials, labours, HOM complete as per specifications. Curing complete as per specifications.300mm dia
54
-
56970
Providing and laying of RCC NP2 pipes for culverts including pointing ends and fixing collars with cement morter 1:2 including cost of materials, labours, HOM complete as per specifications. Curing complete as per specifications.450mm dia
10
-
14380
Providing and laying in position plain cement concrete of mix M 20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications.
931.44
-
4920797.52
PROVIDING FUNCTIONAL HOUSE TAP CONNECTIONS: 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, PN12.5 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.
2265
-
13168710
Providing and fixing water meter with stop cock, jam nut, socket in G.I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM of equipments and testing complete as per specifications. Specification No.13.2.19/13.16.
2265
-
2989800
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts etc complete as per drawing enclosed
2265
-
1132500
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications
439.13
-
2319923.79
Providing two 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 material)
5135.89
-
1093944.57
ValveChambers: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.
127.01
-
56900.48
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, 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.
14.11
-
72539.51
Providing and laying in position plain cement concrete of grade M15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications
59.91
-
336754.11
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.)
48
-
87264
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
4.493
-
320894.55
KSRB 4-7 : Providing 2 legged scaffolding for stone masonry work using 10-15 cms dia best quality casurina poles of 4m over all length (3m + 0.5m projection + 0.5m into the ground), the distance between two rows being 1.25m and spacing of posts being 2m in both rows with 2 horizontal posts with 0.5mm overlap on either side and braces at 2 m c to c including longitudinal and transveres middle braces to step up and providing platform with casurina poles, forms tied up using Coir rope complete as per specifications.
282.78
-
71260.56
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, Cement Concrete, Wood Work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specification. Prestressed/ Reinforced cement concrete grade M-20 & above Morth specification No.202.
57.96
-
92098.44
KSRRB 200-30 Dismantling of CI water pipe line 600mm dia including disposal with all lifts and stacking of serviceable material and unserviceable material separately under supervision of Concerned department complete as per specifications. MORTH Specification No.202
72
-
9864
Borewell:Sinking borewell of 165 mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CFM & above in all Strata including over burdern.fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig and Supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes, collars, cap etc.,).0.00 to 50.00 mtrs. Depth
100
-
34700
Sinking borewell of 165 mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CFM & above in all Strata including over burdern.fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig and Supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes, collars, cap etc.,).50.00 to 100.00 mtrs.
100
-
44200
Sinking borewell of 165 mm dia clear using super fast hydraulic Rig of capacity 300 PSIG & above 1100 CFM & above in all Strata including over burdern.fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of Rig and Supporting vehicle, crew charges and cost of consumable etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes, collars, cap etc.,). 100.00 to 150.00 mtrs.
100
-
45600
Suppy of ISI mark nominal bore, plain end steel casing pipe grade of steel Fe 410 of wall thickness confirming to IS 4270-2001 and latest amendments, electrical resistence welded steel tube material and confirming to IS 1387-1993 and manufactured by basic open earth electric or basic oxygen processing random length of 5-7m. Both end threaded confirming to IS 554-198, one end fixed with socket confirming to IS 4270-2001 and other end with screwed pipes. All pipes shall be reasonanle free from defects. The tubes shall be reasonably straight and should be with ISI marking weighing 25.15 kg/m. (Exclisive of all taxes and duties). Prices include collar- medium duty 175mm dia x 5.40mm thick-Rs. 950.00
48
-
45600
Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of cap and collars shall be strictly as per IS 1239 (Part -II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc., complete with all lead and lifts and as directed by the engineer in charge.
2
-
200
Pumping Machinery with accessories: Supplying and delivery of Submersible Pump Set of 150 mm dia suitable for Borewell and mm and confirming to IS 8034 specifications with its latest ammendments, 3-Phase, SS Bowl and impeller with low volt motor with testing as per instructions of Engineer incharge of work. 7.50 HP-90 LPM@ 165 m =15 STG Outlet Dia-2.00"
2
-
110774
Supply and delivery at site Brand new best make PVC insulated cables of Flat 3 core (sheathed) of nominal cross sectional area as per IS : 694-1990 with ISI mark and as per its latest amendments (1 x 3 x 4 Sq.mm.)
300
-
32400
Supply and delivery at site of brand new best make pressure guage bourdon type of size 63 mm as per IS 778/1984 with latest amendments with ISI mark.
2
-
600
Supply and delivery at site of brand new best make Gate Valve of size Supply and delivery at site of brand new best make Gate Valve of size 50 mm as per IS 778/1984 with ISI mark and as per its latest amendments as per IS 778/1984 with ISI mark and as per its latest amendments
2
-
2380
Supply and delivery at site of brand new best make Non Return Valve as per IS 778/1984 with ISI mark 50 mm and as per its latest amendments
2
-
2350
Supply installing testing and commissioning COMMON Control panel consisting of the following INCOMING:1 no Set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1 no with Phase selector switch, Isolating Switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection like single Phase preventor, Under voltage over Volage, under current over current and dry run protection suitable for the pump described above 1 no Indoor type (6 to 15 HP Pumps)
2
-
26576
supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pumpsets.
2
-
900
Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228 / 1978 and its latest amendments and with ISI Mark of 40 amps with scalable box.
2
-
2050
Supply and delivery of Galvanized Mild Steel Tubes of 6 mtr standard length Heavy Class(C Class) as per IS 1239 (Part - I)/ 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty Collar and other end fitted with protective cover) of size 50 mm
22
-
61116
Labour charges for Erection, Electification 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, borewell caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges tools equipments etc. involved in the job. as per specifications with testing of as per instructions of engineer incharge of work.
2
-
11300
Labour charges for Erection of indoor 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
2
-
2254
Earthing : Supplying and fixing and wiring earth electrode for grounding circuits IC cut-outs 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 slat and charcoal 150 mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to be established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12 mm bolts, nuts, washers and check nuts etc. the pipe shall have 16 through holes of 12 mm dia.
2
-
7384
Pump house : RCC Hume pipes Circular pump House Manufacturing and Supplying precast RCC Circular Hume pipe pump House with M.S Door and RCC Conical roof as per specification and drawings - Internal dia Mtr. 1200mm & height of 2.5Mtr with wall thickness 65mm
2
-
32000
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.
2.05
-
612.95
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, 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.
0.51
-
2621.91
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 (For basement)
1.18
-
5673.44
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 2m. apart in each course including cost of materials, labour, curing complete as per specifications (For basement)
2.16
-
12582
Providing and laying in position plain cement concrete of grade M 15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregates @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.
1.1
-
5971.9
Providing flush pointing to square rubble, course or uncoursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications.
6.16
-
856.24
Providing and applying painting in 2 coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after throughly brushing the surface, free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.
45.77
-
3972.84
Erection and positioning of RCC hume pipe pump house/cistern on size sTonnee masonry platform ,including transportation charge and handling,finishing with all necessary tools,plants and materials etc., complete as directed by the Engineer-in-charge of the work.
2
-
3758
Rising Main: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 100mm dia
1
-
3800
Providing Scour Valve confirming to IS 1538 (Part I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc., complete 80mm dia
1
-
2900
Providing Air Valve confirming to IS 1538 (Part I to XXII) 1978 with latest amendments if any 80mm dia
1
-
2700
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. Cutting in Cement concrete road surface.
4.1
-
4534.6
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. Cutting Asphalt road surface.
0.34
-
184.28
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means). In Ordinary soil
135
-
35370
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
67.5
-
17685
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means). In Ordinary rock without blasting
22.5
-
13320
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 vibro roller)
202.5
-
20857.5
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravell or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including, testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing) Upto 110mm dia, coils shall be used.PE100 (PN 10.0 / 10 Kg/cm2) 110 mm Dia
500
-
200000
Providing and laying of RCC NP2 pipes for culverts including pointing ends and fixing collars with cement morter 1:2 including cost of materials, labours, HOM complete as per specifications. Curing complete as per specifications.300mm dia
10
-
10550
ValveChambers: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.
7.94
-
3557.12
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, 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.
0.88
-
4524.08
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.460 cum, with super plasticizers' @ 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, pedestals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columns pillars, 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
3.75
-
21078.75
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.)
3
-
5454
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 & reservoirs, cost of materials, labour, HOM of machinery complete as per specifications. TMT bars Fe 500
0.281
-
20069.3
Thrust Blocks: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 50m. including breaking of clods complete as per specifications. In ordinary soil
2.4
-
717.6
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, 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.
0.3
-
1542.3
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.460 cum, with super plasticizers' @ 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, pedestals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columns pillars, 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.
1.5
-
8431.5
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping 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
0.113
-
8070.57
Proposed OHT 150KL 12m Staging:Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.CI flanged pipes.For inlet pipe 15mm dia 2.75 Mtr Legth
15
-
73875
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.CI flanged pipes.For inlet pipe 150mm dia 1.00 Mtr Legth
3
-
5100
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For outlet pipe 100mm dia 2.75 Mtr Legth
4
-
13428
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For outlet pipe 100mm dia 1.00 Mtr Legth
3
-
4467
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For Scour pipe 100mm dia 2.75 Mtr Legth
5
-
16785
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For Scour pipe 100mm dia 1.00 Mtr Legth
3
-
4467
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For Overflow 100mm dia 2.75 Mtr Legth
2
-
6714
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For Overflow 100mm dia 1.00 Mtr Legth
6
-
8934
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete.150mm dia (Intlet)
1
-
4897
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete.100 mm dia (Outlet)
1
-
3172
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete.100 mm dia (overflow)
1
-
3172
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete.80 mm dia (Intlet, Overflow,Scour and for future connection)
1
-
2647
Providing Medium Class 90� double flanged bend confiming to IS 1538 ( Part I to XXII) 1978 with latest amendment if any cost of all materials,labour charges etc. Complete.80 mm dia (Intlet, Overflow,Scour and for future connection)
1
-
1200
Providing Medium Class 90� double flanged bend confiming to IS 1538 ( Part I to XXII) 1978 with latest amendment if any cost of all materials,labour charges etc. Complete.100 mm dia (Outlet)
1
-
500
Providng Bell Mouthed Pipes (flanged) confirming to IS 1538 (Part I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. Complete. 150 mm dia (Intlet, Overflow,Scour and for future connection)
2
-
640
Providng Bell Mouthed Pipes (flanged) confirming to IS 1538 (Part I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. Complete. 80mm dia(outlet)
1
-
650
Providng 80mm dia Sluice valve/ scour valve confirming to IS 1538 (Part I to XXII) 1978 with latest amendment if any cost of all materials,labour charges etc. Complete.150mm dia (Intlet, Overflow,Scour and for future connection)
3
-
14700
Providng 80mm dia Sluice valve/ scour valve confirming to IS 1538 (Part I to XXII) 1978 with latest amendment if any cost of all materials,labour charges etc. Complete.80 mm dia (Outlet)
1
-
2900
Providing and Fixing of rubber insertion sheet (0.3kg/ joint) 3mm thick as directed.
16.8
-
1596
Providing and Fixing of bolts and nuts with washers (@ 1.4kg / joint thick as directed.
78.4
-
5912.93
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. In Ordinary soil
91.344
-
27311.86
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. In Hard soil
45.672
-
20461.06
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. In Ordinary rock without blasting
15.224
-
21633.3
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)
7.2
-
1886.4
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, 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.
7.42
-
38049.76
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)
125.54
-
12930.62
Providing and laying in reinforced cement concrete of mix Design M30 grade with OPC cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69cum and fine aggregtes @ 0.460 cum, super plasticisers @ 3 liters 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 C.M.1:3 proportion wherever necessary etc. complete for R.rafts,Raft Ring-Beam,column footing,column below GL (exclusive cost of steel and fabrication charges)
26.48
-
190311.76
Providing and laying reinforced cement concrete of mix Design of M30 grade with cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69 cum and fine aggregtes @ 0.46 cum, super plasticisers @ 3 liters confirming to IS 9103-1999 reaffirmed-2008, in layers of not more than 15cms 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 GL( exclusive cost of steel and fabrication charges)
21.25
-
286790
Providing and laying in reinforced cement concrete of mix Design of M30 grade with cement @ 360kgs, with 20mm graded granite or trap or basalt jelly of approved quality @0.69cum and fine aggregtes @ 0.460 cum, super plasticisers @ 3 liters 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 departmentl officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive cost of steel and fabrication charges and jointing materials)
34.01
-
622280.97
Providing and laying reinforced cement concrete of mix Design of M-30 grade with cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69 cum and fine aggregtes @ 0.460 cum, super plasticisers @ 3 liters confirming to IS 9103-1999 reaffirmed 2008, in layers of not more than15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face C.M(1:3) proportion wherever necessary etc. complete as per design and specification etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges)
6.35
-
87160.1
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
11.45
-
817770.45
Lift Charges for steel of all Diameters for additional floors over ground floor per floor height of 3.5 m. or part there of cost of labour, complete as per specifications
11.45
-
34212.6
Providing & constructing RCC hexagonal ventilator finial for RCC overhead tank the finial to be constructied with CC M-20 proportion using 20mm & down size jelly with reinforcement using 6mm dia., MS rods four nos. for each of the pillars both ways for full width of dome at 12cm c/c the ventilator to be of 0.45m x 0.5m size provided with 25mm x 25mm x 5mm MS frame welded with diamond mesh to its full width & depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape & size & ornamental finish including two coats of anti-corrosive paint for frame & mesh & two coats of cement paint matching to over head tank etc., complete.
1
-
5687
Providing and fixing 60x60cms size 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 R.C.C over head Tank and GLSR).
1
-
1818
Providing & fixing enameled gauge plate 3mm thick, 0.23m wide with float thick plastic indicator & flexible nylon wire etc., complete to 2.50 m height.
1
-
3382
Labour charges for fixing puddle flanges in position of RCC including(80mm to 200mm)
5
-
2280
Labour charges for hoisting CI flanged pipe 2.75mtrs length position alligning to plumb and jointing for RCC over head tanks (80 to 200 mm dia).
38
-
23104
Providing 2 coats Snowcem/ Water proof Cement paint of approved colour & shade over one coat of primer including curing etc. complete for RCC over head tank.
616.22
-
131254.86
Providing and 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 6.8m long suitably joined by collar with all specials, fixed to one of the column etc complete up to 6 m staging.
1
-
13833
Providing & fixing G.I pipe railing of 32mm dia,GI pipes 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.
100.54
-
68266.66
Ladder inside the container: providing anodised aaluminiun ladder using 65mm x32mm x3.00mm 'C' section for ladder side channels x 25mm dia fluted 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 bracking thje ladder to the Tank walls to prevent Buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete.
5.7
-
17664.3
Spiral Stair Case: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. In Ordinary soil
6.36
-
1901.64
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. In Hard soil
3.18
-
1424.64
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. In Ordinary rock without blasting
1.06
-
1506.26
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, 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.
0.6
-
3076.8
Providing and laying in reinforced cement concrete of mix Design M30 grade with OPC cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69cum and fine aggregtes @ 0.460 cum, super plasticisers @ 3 liters 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 C.M.1:3 proportion wherever necessary etc. complete for R.rafts,Raft Ring-Beam,column footing,column below GL (exclusive cost of steel and fabrication charges)
1.35
-
9702.45
Providing and laying reinforced cement concrete of mix Design of M30 grade with cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69 cum and fine aggregtes @ 0.46 cum, super plasticisers @ 3 liters confirming to IS 9103-1999 reaffirmed-2008, in layers of not more than 15cms 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 GL( exclusive cost of steel and fabrication charges)
4.15
-
53236.2
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. TMT bars Fe 500
880
-
62849.6
Providing 2 coats Snowcem/ Water proof Cement paint of approved colour & shade over one coat of primer including curing etc. complete for RCC over head tank.
106.85
-
22759.05
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. (Compacting with vibro roller)
19.2
-
1977.6
Valve Chamber: Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in 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.
10.58
-
4739.84
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, 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.
1.18
-
6066.38
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement
4.99
-
28048.79
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.)
4
-
7272
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.
0.374
-
26711.45
Providing Writing name board as directed by engineer in charge & as per specification complete.
1
-
4500
Proposed OHT 200KL 12m Staging:Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.CI flanged pipes.For inlet pipe 15mm dia 2.75 Mtr Legth
15
-
73875
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.CI flanged pipes.For inlet pipe 150mm dia 1.00 Mtr Legth
3
-
5100
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For outlet pipe 100mm dia 2.75 Mtr Legth
4
-
13428
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For outlet pipe 100mm dia 1.00 Mtr Legth
3
-
4467
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For Scour pipe 100mm dia 2.75 Mtr Legth
5
-
16785
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For Scour pipe 100mm dia 1.00 Mtr Legth
3
-
4467
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For Overflow 100mm dia 2.75 Mtr Legth
2
-
6714
Supply and Delivery at site CIDE pipes ISI marked ( Horizontal CIUDF) of 1-meter length, dia as per ISI 181/1986 with latest amendment if any ,the finage should be drilled as per IS 1538/1976 the pipes should bear ISI marking on them.For Overflow 100mm dia 1.00 Mtr Legth
6
-
8934
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete.150mm dia (Intlet)
1
-
4897
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete.100 mm dia (Outlet)
1
-
3172
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete.100 mm dia (overflow)
1
-
3172
Supply and Fixing CI Puddle Flanges Confirming to IS 7181-1986 with latest amendment in Position for RCC walls including Hoisting and conveying them to work spot with all lead lifts etc. complete.80 mm dia (Intlet, Overflow,Scour and for future connection)
1
-
2647
Providing Medium Class 90� double flanged bend confiming to IS 1538 ( Part I to XXII) 1978 with latest amendment if any cost of all materials,labour charges etc. Complete.80 mm dia (Intlet, Overflow,Scour and for future connection)
1
-
1200
Providing Medium Class 90� double flanged bend confiming to IS 1538 ( Part I to XXII) 1978 with latest amendment if any cost of all materials,labour charges etc. Complete.100 mm dia (Outlet)
1
-
500
Providng Bell Mouthed Pipes (flanged) confirming to IS 1538 (Part I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. Complete. 150 mm dia (Intlet, Overflow,Scour and for future connection)
2
-
640
Providng Bell Mouthed Pipes (flanged) confirming to IS 1538 (Part I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. Complete. 80mm dia(outlet)
1
-
650
Providng 80mm dia Sluice valve/ scour valve confirming to IS 1538 (Part I to XXII) 1978 with latest amendment if any cost of all materials,labour charges etc. Complete.150mm dia (Intlet, Overflow,Scour and for future connection)
3
-
14700
Providng 80mm dia Sluice valve/ scour valve confirming to IS 1538 (Part I to XXII) 1978 with latest amendment if any cost of all materials,labour charges etc. Complete.80 mm dia (Outlet)
1
-
2900
Providing and Fixing of rubber insertion sheet (0.3kg/ joint) 3mm thick as directed.
16.8
-
1596
Providing and Fixing of bolts and nuts with washers (@ 1.4kg / joint thick as directed.
78.4
-
5912.93
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. In Ordinary soil
96.438
-
28834.96
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. In Hard soil
48.219
-
21602.11
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. In Ordinary rock without blasting
16.073
-
22839.73
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)
7.2
-
1886.4
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, 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.
7.85
-
40254.8
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)
132.2
-
13616.6
Providing and laying in reinforced cement concrete of mix Design M30 grade with OPC cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69cum and fine aggregtes @ 0.460 cum, super plasticisers @ 3 liters 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 C.M.1:3 proportion wherever necessary etc. complete for R.rafts,Raft Ring-Beam,column footing,column below GL (exclusive cost of steel and fabrication charges)
27.88
-
200373.56
Providing and laying reinforced cement concrete of mix Design of M30 grade with cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69 cum and fine aggregtes @ 0.46 cum, super plasticisers @ 3 liters confirming to IS 9103-1999 reaffirmed-2008, in layers of not more than 15cms 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 GL( exclusive cost of steel and fabrication charges)
21.33
-
287869.68
Providing and laying in reinforced cement concrete of mix Design of M30 grade with cement @ 360kgs, with 20mm graded granite or trap or basalt jelly of approved quality @0.69cum and fine aggregtes @ 0.460 cum, super plasticisers @ 3 liters 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 departmentl officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive cost of steel and fabrication charges and jointing materials)
41.09
-
751823.73
Providing and laying reinforced cement concrete of mix Design of M-30 grade with cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69 cum and fine aggregtes @ 0.460 cum, super plasticisers @ 3 liters confirming to IS 9103-1999 reaffirmed 2008, in layers of not more than15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face C.M(1:3) proportion wherever necessary etc. complete as per design and specification etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges)
8.74
-
119965.24
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
12.88
-
919902.48
Lift Charges for steel of all Diameters for additional floors over ground floor per floor height of 3.5 m. or part there of cost of labour, complete as per specifications
12.88
-
38485.44
Providing & constructing RCC hexagonal ventilator finial for RCC overhead tank the finial to be constructied with CC M-20 proportion using 20mm & down size jelly with reinforcement using 6mm dia., MS rods four nos. for each of the pillars both ways for full width of dome at 12cm c/c the ventilator to be of 0.45m x 0.5m size provided with 25mm x 25mm x 5mm MS frame welded with diamond mesh to its full width & depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape & size & ornamental finish including two coats of anti-corrosive paint for frame & mesh & two coats of cement paint matching to over head tank etc., complete.
1
-
5687
Providing and fixing 60x60cms size 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 R.C.C over head Tank and GLSR).
1
-
1818
Providing & fixing enameled gauge plate 3mm thick, 0.23m wide with float thick plastic indicator & flexible nylon wire etc., complete to 2.50 m height.
1
-
3382
Labour charges for fixing puddle flanges in position of RCC including(80mm to 200mm)
5
-
2280
Labour charges for hoisting CI flanged pipe 2.75mtrs length position alligning to plumb and jointing for RCC over head tanks (80 to 200 mm dia).
38
-
23104
Providing 2 coats Snowcem/ Water proof Cement paint of approved colour & shade over one coat of primer including curing etc. complete for RCC over head tank.
695.44
-
148128.72
Providing and 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 6.8m long suitably joined by collar with all specials, fixed to one of the column etc complete up to 6 m staging.
1
-
13833
Providing & fixing G.I pipe railing of 32mm dia,GI pipes 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.
113.12
-
76808.48
Ladder inside the container: providing anodised aaluminiun ladder using 65mm x32mm x3.00mm 'C' section for ladder side channels x 25mm dia fluted 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 bracking thje ladder to the Tank walls to prevent Buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete.
6.41
-
19864.59
Spiral Stair Case: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. In Ordinary soil
6.36
-
1901.64
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. In Hard soil
3.18
-
1424.64
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. In Ordinary rock without blasting
1.06
-
1506.26
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, 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.
0.6
-
3076.8
Providing and laying in reinforced cement concrete of mix Design M30 grade with OPC cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69cum and fine aggregtes @ 0.460 cum, super plasticisers @ 3 liters 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 C.M.1:3 proportion wherever necessary etc. complete for R.rafts,Raft Ring-Beam,column footing,column below GL (exclusive cost of steel and fabrication charges)
1.35
-
9702.45
Providing and laying reinforced cement concrete of mix Design of M30 grade with cement @ 360kgs, with 20mm and graded granite or trap or basalt jelly of approved quality @0.69 cum and fine aggregtes @ 0.46 cum, super plasticisers @ 3 liters confirming to IS 9103-1999 reaffirmed-2008, in layers of not more than 15cms 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 GL( exclusive cost of steel and fabrication charges)
4.1
-
52594.8
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
872
-
62278.24
Providing 2 coats Snowcem/ Water proof Cement paint of approved colour & shade over one coat of primer including curing etc. complete for RCC over head tank.
106
-
22578
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)
19.2
-
1977.6
Valve Chamber: Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in 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.
10.58
-
4739.84
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, 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.
1.18
-
6066.38
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement
4.99
-
28048.79
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.)
4
-
7272
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.
0.374
-
26711.45
Providing Writing name board as directed by engineer in charge & as per specification complete.
1
-
4500
Bulk Flow Meter: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 50m. including breaking of clods complete as per specifications.
7.94
-
2374.06
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, 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.
0.88
-
4524.08
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.460 cum, with super plasticizers' @ 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, pedestals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columns pillars, 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
3.75
-
21078.75
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.)
3
-
5454
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
0.281
-
20069.3
Supply and delivery at site CIDE pipes ISI marked (Horizontal CIUDF) of 1 meter length, 150 mm Dia as per ISI 181/1986 with latest amendements if any, the flange should be drilled as per IS-1538/1936, the pipes should be ISI marking on them.150mm dia
6
-
10200
Supply and fixing of Horizontal Mechanical Woltman type hermetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1 : 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS. The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected, stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alarms on blocked meter, flow rate above limit, pressure below or above limits.150mm dia
3
-
248400
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