Irrigation And CAD Department Tender
For getting the details of etenders, if you are looking for information about them from the cumbersome government websites but are tired of doing so, Bidassist comes up with a one stop solution. It collates every Eproc telangana tender on Bidassist. One can approach it for the bidding process, registration process, etc., are explained below.
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
295634Bid Award Id
ViewTender No
21/2021-22, Dt. 08.02.2022Tender Authority
Irrigation And CAD Department ViewPurchaser Address
-Website
http://https://irrigation.telangana.gov.in/icad/home
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
MAIN CANAL LINING;Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, etc., complete with a lead of 5 Kms and all lifts for Dowel banks complete for the finished item of work as directed by the Engineer-in-Charge.
9355.6
-
1732657
MAIN CANAL LINING;Providing and constructing 45 cm thick dry rubble stone pitching with pin header at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all leads and all lifts. (rubble stones : 0.40 cum/sqm, Stone Chips : 0.0675cum/sqm, Pin Headers 45cm : 2/Sqm) complete for the finished item of work as directed by the Engineer-in-Charge.
342
-
197847
MAIN CANAL LINING;Providing and constructing 225 mmm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete (rubble stones : 0.2475 cum/sqm) (For Maintenance Works) for the finished item of work as directed by the Engineer-in-Charge.
44806
-
13948108
MAIN CANAL LINING;Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HBG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials with all leads and all lifts complete for the finished item of work as directed by the Engineer-in-Charge.
2500
-
1381000
MAIN CANAL LINING;Providing and laying 100mm thick insitu vibrated M-15 (28 days cube compressive strength not less than 15 N /sq mm) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for canal lining using,vibrating, cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with all leads and all lifts (43 Gr Cement content: 300 kg/cum(30kg.sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum) for the finished item of work as directed by the Engineer-in-Charge.
134612.8
-
85263748
MAIN CANAL LINING;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining(100 mm thick) of canal including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and all lifts.(Manual Lining) (Cement content: 290 kg / cum for use of super plasticiser(0.4% by wt. of cement),CA : 0.90 cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) complete for the finished item of work as directed by the Engineer-in-Charge.
5843.4
-
33513652
MAIN CANAL LINING;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super-structure works., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with all leads and all lifts. (Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90 cum, Blending Ratio of CA--50:30:20, FA : 0.40cum ) for the finished item of work as directed by the Engineer-in-Charge.
2501
-
15446926
MAIN CANAL LINING;Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with all leads and all lifts for the finished item of work as directed by the Engineer-in-Charge.
65247.1
-
5291540
MAIN CANAL LINING;Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating finishing, curing etc., complete with all leads and all lifts. (Cement content: 260 kg/cum with use of super plasticiser(0.4% by wt. of cement),CA:0.90cum, Blending Ratio of CA--50:30:20, FA:0.40 cum) complete for the finished item of work as directed by the Engineer-in-Charge.
1046.9
-
5983662
MAIN CANAL LINING;Providing impervious hearting embankment with soil collected in embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials,machinery, labour, all operations such as sortingout, spreading in layer of 25 cm before compaction, breaking clods,sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water complete for the finished item of work as directed by the Engineer-in-Charge.
15372.9
-
1174490
MAIN CANAL LINING;Providing hearting / casing embankment using homogeneous soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with a lead of 5 kms and all lifts complete for the finished item of work as directed by the Engineer-in-Charge.
131880.1
-
35897763
MAIN CANAL LINING;Earth work in excavation in all kinds of soils for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (depth upto 3 meters) complete for the finished item of work as directed by the Engineer-in-Charge.
43065.4
-
4918069
MAIN CANAL LINING;Clearing thick jungle growth (less than 50 percent open place) including bushes up to 30 cm parthenium and other weeds including burning or disposing off the same as diected etc, complete for the finished item of work as directed by the Engineer-in-Charge.
686000
-
2126600
MAIN CANAL LINING;Reinforced Cement Concrete
1170.7
-
3533758
MAIN CANAL LINING;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 and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH for complete for the finished item of work as directed by the Engineer-in-Charge. (i) Cement Concrete
10751.7
-
20875501
JBC LINING;OT SLUICE SHUTTERS for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Sluice Shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc., complete as per specifications and approved drawings and as directed by the Engineer-in-Charge. (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)
0.26
-
66514
JBC LINING;OT SLUICE SHUTTERS EM parts for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings and as directed by the Engineer-in-Charge.(under items in this chapter and add as applicable separately) (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)
0.39
-
44074
JBC LINING;OT SLUICE SHUTTERS Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small Gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of supporting structure, platform etc. with all accessories for operating canal escape/ regulator gate with all accessories including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete as per Specification and approved drawings and as directed by the Engineer-in-Charge. (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)
1.23
-
181278
JBC LINING;Laying and jointing 450 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost ofallmaterials ( excluding pipes ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc.,complete with initial lead upto 50 m and all lifts as directed by the Engineer-in-Charge.Cement content: 17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg/joint)
4
-
3635
JBC LINING;Manufacture, Supply and delivery of NP-3 Class 450 mm RCC Plain Ended Pipes Conforming to the B.I.S. 458/2003, Complete with all leads and lifts as directed by Engineering Incharge
10
-
21793
JBC LINING;Laying and jointing 300 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts as directed by the Engineer-in-Charge.Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)
12
-
8101
JBC LINING;Manufacture, Supply and delivery of NP-3 Class 300 mm RCC Plain Ended Pipes Conforming to the B.I.S. 458/2003, Complete with all leads and lifts as directed by Engineering Incharge
30
-
40662
JBC LINING;Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts as directed by the Engineer-in-Charge.
16833
-
1365156
JBC LINING;Providing and fixing 100 mm dia perforated PVC pipes 100 cm long for Weep holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all leads and lifts as directed by the Engineer-in-Charge.
114
-
24886
JBC LINING;Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial with all leads and all lifts as directed by the Engineer-in-Charge. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
38
-
226518
JBC LINING;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for deck slab & kerb including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and all lifts as directed by the Engineer-in-Charge.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
113
-
1168036
JBC LINING;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Bed blocks / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with all leads and all lifts as directed by the Engineer-in-Charge.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
31
-
213215
JBC LINING;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super-structure works including cost of all aterials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts as directed by the Engineer-in-Charge.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
1345
-
8432074
JBC LINING;Excavation for Structures- Mechanical Means ( Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as directed by the Engineer-in-Charge. ( depth upto 3 meters)
2451
-
279904
JBC LINING;Treatment of Contraction joints in cost-in-situ cement concrete in canal bed and sides for 60 mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing as directed by the Engineer-In charge.
587796
-
25686685
JBC LINING;Treatment of Contraction joints in cost-in-situ cement concrete in canal bed and sides for 75 mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing as directed by the Engineer-In charge as directed by the Engineer-in-Charge.
56416
-
3514717
JBC LINING;Providing and fixing 20 mm thick 60 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts as directed by the Engineer-in-Charge.
4210
-
195344
JBC LINING;Providing and fixing 20 mm thick 75 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts as directed by the Engineer-in-Charge.
232
-
13456
JBC LINING;Treatment of Construction joints in cost-in-situ cement concrete in canal bed and sides for 60mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing as directed by the Engineer-In charge.
175173
-
7655060
JBC LINING;Treatment of Construction joints in cost-in-situ cement concrete in canal bed and sides for 75mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing as directed by the Engineer-In charge.
6265
-
390310
JBC LINING;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(60 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with all leads and all lifts as directed by the Engineer-in-Charge. (manual lining) (Cement content: 290 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
255244
-
88518619
JBC LINING;Providing and laying 60 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,finishing, providing grooves for contraction joints, in Longitudinal and transverse directions, curing, shifting of paver from one side to other side of canal etc., complete with all leads and all lifts as directed by the Engineer-in-Charge. ( for canal bed and side lining) 43 Gr Cement content: 300 kg /cum (22.5 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:79.2 cum including the extra quantity of concrete for curvatures and bends etc.,)
229874
-
85099355
JBC LINING;Providing and laying 75 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,finishing, providing grooves for contraction joints, in Longitudinal and transverse directions, curing, shifting of paver from one side to other side of canal etc., complete with all leads and all lifts as directed by the Engineer-in-Charge. ( for canal bed and side lining). 43 Gr Cement content: 300 kg /cum (22.5 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:79.2 cum including the extra quantity of concrete for curvatures and bends etc.,)
47663
-
22058436
JBC LINING;Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials with all leads and lifts as directed by the Engineer-in-Charge.
11251
-
141763
JBC LINING;Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and.filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including Excavation of drains and Cost of procuring of all materials with all leads and all lifts as directed by the Engineer-in-Charge.
34800
-
25908600
JBC LINING;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for Profile walls, model sections, steps including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-Charge.
8410
-
48849485
JBC LINING;Providing and fixing one line dressed 65x15x10 cm thick IRC standard Hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with all leads and lift as directed by the Engineer-in-Charge.
2104
-
2849447
JBC LINING;Providing and fixing one line dressed 111x35x25 cm thick IRC standard Kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x30 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with all leads and all lifts Complete for finished item as directed by the Engineer-in-Charge.
224
-
382637
JBC LINING;Providing homogeneous Dowel bank using soil from approved borrow area in layers of 25 to 30 cm Before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning,etc.,complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-Charge.
35864
-
6642013
JBC LINING;Providing hearting / casing embankment , inspection path with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transporting, spreading in layer ofspecified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-Charge.
215049
-
58536338
JBC LINING;Excavation in all kinds of soil including boulders upto 0.3 m diameter for Resectioning of canal, seating of embankment,profile walls, Model sections, steps, solid sleepers etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-Charge.
121599
-
14774279
JBC LINING;Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete as directed by the Engineer-in-Charge.
196635
-
393270
MBC LINING;OT SLUICE SHUTTERS below 5 tons capacity(small gates) As per Guidelines of chief Engineer, central designs organization,hyderabad specification drawing for krishna delta system Fabrication,Supply,errection,testing and commissioning of sluice shutters consisting of skinplate ,horizontal and vertical angles,stiffeners,rubber seals, clamps with all accessories for sluice shutters includiing cost of all materials,machinery,labour,seal fixing etc., complete as per specifications and approved drawings (without paiting on mechanical cleaning surfaces which are added extra as per shedule of rates under items in this chapter and as applicable seperately) for the finished item of work as directed by the Engineer-in-Charge.
3.2
-
818126
MBC LINING;OT SLUICE SHUTTERS EM parts for below 5 tons capacity(small gates) As per guidelines of Chief Engineer,central designs organization,hyderabad specification drawing for krishna delta system Fabrication,Supply,errection,testing and commissioning of Embedded parts consisting of sill beam, side tracks, seal seats,guide plates etc.with all accessories including cost of all materials,machimery,labour etc.complete as per specification and approved drawings. (without paiting on mechanical cleaning surfaces which are added extra as per shedule of rates under items in this chapter and as applicable seperately) for the finished item of work as directed by the Engineer-in-Charge.
2.27
-
256310
MBC LINING;OT SLUICE SHUTTERS screw gear hoist including platform for below 5 tons capacity(small gates) as per guidelines of chief engineer,central designs organization,hyderabad specification drawing for krishna delta system (Fabrication,Supply,errection,testing and commissioning of embedded parts consisting of supporting structure,platform etc with all accssories for operating canal escape/regulator gate with all accessories including cost of all materials,machinery,labour,cutting,benidng,aligning,anchoring,welding,finishing etc. complete as per specificatio and approved drawings. (without paiting on mechanical cleaning surfaces which are added extra as per shedule of rates under items in this chapter and as applicable seperately) for the finished item of work as directed by the Engineer-in-Charge.
15.45
-
2277612
MBC LINING;Laying and jointing 1000 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
2
-
4948
MBC LINING;Manufacture, Supply and delivery of NP-3 Class 1000 mm RCC Plain Ended Pipes Conforming to the B.I.S. 458/2003, Complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
10
-
90232
MBC LINING;Laying and jointing 450 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
10
-
9113
MBC LINING;Manufacture, Supply and delivery of 450mm dia NP-3 Class RCC Plain Ended Pipes Conforming to the B.I.S. 458/2003, Complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
35
-
74687
MBC LINING;Laying and jointing 300 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
87
-
58829
MBC LINING;Manufacture, Supply and delivery of 300 mm dia NP-3 Class RCC Plain Ended Pipes Conforming to the B.I.S. 458/2003, Complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
335
-
445249
MBC LINING;Laying and jointing 225 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
32
-
16278
MBC LINING;Manufacture, Supply and delivery of 225 mm dia NP-2 Class RCC Plain Ended Pipes Conforming to the B.I.S. 458/2003, Complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
152.5
-
60253
MBC LINING;Supply & fixing of 100mm dia PVC Pipe in deckslab for draining of water for the finished item of work as directed by the Engineer-in-Charge.
6
-
1118
MBC LINING;Supply and fixing of 310mm wide PVC water stopper including cost of all materials, labour, finishing etc., complete for the finished item of work as directed by the Engineer-in-Charge.
630
-
303471
MBC LINING;Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
1406453
-
114063338
MBC LINING;Providing and fixing 100mm dia perforated PVC Pipes 100cm long for weep holes including cost of all materials,labour,driling 8mm dia holes etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
726
-
158486
MBC LINING;Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning,batching,mixing,placing in position in alternate panels, levelling, compacting, finishing,curing,packing joints with asphalt mortar etc.,complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
1124
-
6888659
MBC LINING;Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Deck Slab, Kerb & parapet walls including cost of all materials, machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing,curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
5682
-
59685433
MBC LINING;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with all leads and lifts.Used for (bed blocks) for the finished item of work as directed by the Engineer-in-Charge.
3225
-
22722060
MBC LINING;Providing and laying insitu Vibrated M15 (28 days cube compressive strength not less than 15N/Sq mm) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
3547
-
22863253
MBC LINING;Providing & constructing Sand filling below foundation including cost of all materials, machinery, labour, watering, ramming etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
6125
-
9956188
MBC LINING;Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Depth upto 3 m for the finished item of work as directed by the Engineer-in-Charge.
36082
-
4120564
MBC LINING;Dismantling, clearing away and carefully stacking material useful for re use of stone masonry in cement morter at Under Tunnel , including labour charges and all insidental charges etc. complete for the finished item of work and as directed by the Engineer-in-charge.
4542
-
2631635
MBC LINING;Providing and fixing 20 mm thick 60mm depth tarfelt expansion joint filler boards for cement concrete lining of canal (60mm thick) including cost of all materials,labour etc, complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
2244
-
104122
MBC LINING;Providing and fixing 20 mm thick 75mm depth tarfelt expansion joint filler boards for cement concrete lining of canal (75mm thick) including cost of all materials, labour etc, complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
1419
-
82302
MBC LINING;Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal (100mm Thick) including cost of all materials, labour etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
584
-
45143
MBC LINING;Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials with all leads and lifts. (without filters) for the finished item of work as directed by the Engineer-in-Charge.
20978
-
270616
MBC LINING;Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials with all leads and lifts. (WITH FILTERS) for the finished item of work as directed by the Engineer-in-Charge.
2846
-
1767935
MBC LINING;Laying Longitudinal Drains and Transverse drains of Size 600 x 600 x 750 mm in Bed and Slpoes filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including Excavation of drains and Cost of procuring of all materials with all leads and lifts. (Used for 100mm, 75mm & 60mm thick lining) for the finished item of work as directed by the Engineer-in-Charge.
133139
-
107176895
MBC LINING;Treatment of Construction joints in cost-in-situ cement concrete in canal bed and sides for 60mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing for the finished item of work as directed by the Engineer-in-Charge.
90167
-
3940298
MBC LINING;Treatment of contraction joints in cast-in-situ cement concrete in canal bed and sides for 60mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing for the finished item of work as directed by the Engineer-in-Charge.
248416
-
10855779
MBC LINING;Treatment of Construction joints in cost-in-situ cement concrete in canal bed and sides for 100 mm & 75mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing for the finished item of work as directed by the Engineer-in-Charge.
80992
-
5045802
MBC LINING;Treatment of Contraction joints in cost-in-situ cement concrete in canal bed and sides for 100 mm & 75mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing for the finished item of work as directed by the Engineer-in-Charge.
643065
-
40062950
MBC LINING;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal (75 mm & 60 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts.(Manual Lining) for the finished item of work as directed by the Engineer-in-Charge.
10057
-
59821047
MBC LINING;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal (100 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts.(Manual Lining) for the finished item of work as directed by the Engineer-in-Charge.
335
-
2011608
MBC LINING;Providing and laying 60 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, curing, shifting of paver from one side to other side of canal etc.,complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
235203
-
89682904
MBC LINING;Providing and laying 75 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard,graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position,finishing,forming contraction joints, curing, shifting of paver from one side to other side of canal etc.,complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
536827
-
255851748
MBC LINING;Providing and laying 100 mm thick in situ M-15 (28 days cube compressive strength not less than 15 N /Sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using, vibrating, cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, curing, shifting of paver from one side to other side of canal etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
272314
-
169978399
MBC LINING;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling, solid sleepers , Profile walls, , steps, including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
12172
-
72850637
MBC LINING;Providing and fixing one line dressed 65x15x10 cm thick IRC standard Hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
698
-
961704
MBC LINING;Providing and fixing one line dressed 111x35x25 cm thick IRC standard Kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with all leads and lifts for the finished item of work as directed by the Engineer-in-Charge.
146
-
254682
MBC LINING;Providing homogeneous embankment (Dowel Bank) using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning etc., complete with a lead upto 5 km and all lifts for the finished item of work as directed by the Engineer-in-Charge.
49269
-
9124619
MBC LINING;Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrow area including spreading soil in layers of thickness not more than 15 cm, breaking clods,watering, compacting to density control not less than 95 percent or as stipulated ,dressing to required profile etc., complete with lead upto 5 km and all lifts for the finished item of work as directed by the Engineer-in-Charge.
215043
-
73566210
MBC LINING;Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery,labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 5 km and all lifts for the finished item of work as directed by the Engineer-in-Charge.
1192785
-
324676077
MBC LINING;Excavation in all kinds of soil including boulders upto 0.3 m diameter for resectioning of canal section, seating of embankment, filter drains/Catch water drains, Solid sleepers, Profilewalls, steps etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with initial lead upto 1 km and all lifts for the finished item of work as directed by the Engineer-in-Charge.
508450
-
61776675
MBC LINING;Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same for the finished item of work as directed by the Engineer-in-Charge.
624409
-
1248818
R9 LIS;Errection, wiring, commissioning as per the specifications details furnished in Tender Schedule for errection of 3nos. 250HP, HCF pumpsets including erection tools and Safety Equipments complete for finished item as directed by the Engineer-in-Charge.
1
-
133545
R9 LIS;The Starter Panel shall be enclosed in a metal clad SS enclosure floor mounted with Star / Delta Starters for 250 HP motors- 1nos, Type - Air break fully automatic / Oil immersed, Coil voltage - 415 V, Contactors rating - 200 Amps,AC3 duty long life, MNX 140 of L&T or above and Suitable Over Load Relay, With equivalent in other approved makes Complete for finished item as directed by the Engineer-in-Charge.
1
-
249284
R9 LIS;Description of conditions / technical details of LT panel board 1. Supply, transportation, erection and commissioning of indoor type LT panel board with 16 SWG sheet and suitable angle iron frame for fixing the following switch gear including cost and conveyance of all materials etc, complete - 1 Set. 2. The details of the component of panel board are as follows: a) 800 Amps, ACB, TP,Fixed, 50 KA, For incomer-1set 3. Electro lytic quality aluminium bus bars. Size of Bus bars 1nos of 50 mm X 10 mm for 3 phases and 1 no of 50 X 10 mm for neutral with suitable insulators - 1 set 4. Voltmeter with selector switch of 0 - 500 V,square type - 1 set 5. MCCB 200A ,25KA units for controlling 250HP motors - 1nos, 6. Ammeters with selector switch of 0- 200 A (enlarged ) and 300 - 900 Amps ( supressed ) , CT operated ,square type - 3 sets. 7. PF improving Capacitor 78KVAR- 1Nos 8. Auxillary feeder with MCCB of 50A for Connecting Lighting , and other Auxillary feeders - 1Nos Complete for finished item as directed by the Engineer-in-Charge.
1
-
373926
R9 LIS;Manufacturing and supply of control panel board. The panel board should be metal clad, dust and vermin proof, floor mounted industrial type, indore type for controlling 1 Nos. 250 HP Submergent Centrifugal Pumps The panel board with accessories should internally wired neccessary earthing terminal shall be provided. The electrical system shall comply as per IE rules and relevant ISS. The thickness of sheets to be used for fabrication of panel board should be 16 guage. the cable boxes wherever necessary with adequate cabling space for termination of cable is to be provided Complete for finished item as directed by the Engineer-in-Charge.
1
-
549500
R9 LIS;Supply of 1R 3.5 core 185 sqmm PVC sheathed armoured Aluminiun LT cable from Panel to Capacitor Complete for finished item as directed by the Engineer-in-Charge.
20
-
32000
R9 LIS;Supply of 4R 3 core 240 sqmm PVC sheathed flat sumersible copper LT cable from Panel to Motor Complete for finished item as directed by the Engineer-in-Charge.
60
-
109200
R9 LIS;Supply of 2R 3.5core 400sqmm XLPE PVC sheathed armoured Aluminiun LT cable from Transformer to Panel board Complete for finished item as directed by the Engineer-in-Charge.
45
-
77940
R9 LIS;The motor should be Squirrel cage induction motors of TEFC type for 415V, 3-phase, AC power supply, 1500(syn) RPM, 1460(nominal)RPM, 190.23 KW / 250HP as per specifications. Complete for finished item as directed by the Engineer-in-Charge.
1
-
526150
R9 LIS;Supply, erection and commissioning of brand new submergent Centrifugal pumpset of 250HP to operate on 3 phase 415 V electrical supply, capable of discharging 10.86cusecs / 386.72 LPS at a total head of 116.76 ft./ 35.60mtdue to all causes as per specifications furnished in the tender schedule and Squirrel cage induction motors of TEFC type for 415V, 3-phase, AC power supply, 1500(syn) RPM, 1460(nominal)RPM, 187KW/250HP as per specifications. The pump should be Provided With stainless steel impellers & Horizontal Stand PMU and all required accessories etc Complete for fixing of the pumpset to the existing pipe line are to be provided as directed by the Engineer-in-Charge.
1
-
1103845
R9 LIS;Supply, Transportation, Installation, Testing andCommissioning of 400 KVA TRANSFORMER withall test reports. The Transformer shall bedesigned and manufacturedas per IS:1180 OCTCwith level-II with initial filling of oil as per IS 335-1993 complete for finished item as directed by the Engineer-in-Charge. The basic details of the Transformerare as under.Makes: Kirloskar / PETE /Esennar / Voltamp /Crompton / ABB / Schneider.
1
-
1308973
R9 LIS;c) for Canal crossing @ 2 Times
2
-
41908
R9 LIS;b) for fixing Zero velocity valves
5
-
104770
R9 LIS;Cost of Machine End pair (Socket +Spigot) with 100mm length MS Barrel on each side of Socket and Spigot for providing M.S Specials on 600mm Dia pipes PSC pipelines excluding cost of M.S Specials & Taxes but including cost of conveyance to site etc., complete for finished item as directed by the Engineer-in-Charge. (a) for fixing Kinetic Air Valves
17
-
356218
R9 LIS;Cost of laying jointing, testing to hydrostatic field test pressure of Pre-stressed (Non-cylinder) concrete pipes of 600mm Dia 8 Kg/Sq.Cm including cost of rubber rings, cost of transportation of water and emptying pipe line after completion of field testing etc. complete for finished item as directed by the Engineer-in-Charge.
2750
-
1284250
R9 LIS;Manufacture, Supply, Delivery of Pre-stressed (Non-cylinder) concrete pipes of 600mm Dia 8 Kg/Sq.Cm conforming to IS 784/2001 ex-factory including transportation for the following field test pressures.(the manufacture shall design the pipes as per the IS Code 784-2001) complete for finished item as directed by the Engineer-in-Charge.
2750
-
14642925
R9 LIS;Cost of laying jointing, testing to hydrostatic field test pressure of Pre-stressed (Non-cylinder) concrete pipes of 600mm Dia 6 Kg/Sq.Cm including cost of rubber rings, cost of transportation of water and emptying pipe line after completion of field testing etc. complete for finished item as directed by the Engineer-in-Charge.
5265
-
2458755
R9 LIS;Manufacture, Supply, Delivery of Pre-stressed (Non-cylinder) concrete pipes of 600mm Dia 6 Kg/Sq.Cm conforming to IS 784/2001 ex-factory including transportation for the following field test pressures.(the manufacture shall design the pipes as per the IS Code 784-2001) complete for finished item as directed by the Engineer-in-Charge.
5265
-
27812889
R9 LIS;Lowering the RCC S/S 700mm Dia pipes carefully into the ready made trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985. complete for finished item as directed by the Engineer-in-Charge.
310
-
148986
R9 LIS;Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes P1 700 mm dia conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Including transportation, Excluding taxes & duties complete for finished item as directed by the Engineer-in-Charge.
310
-
1198150
R9 LIS;Lowering the RCC S/S pipes 500mm Dia carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 complete for finished item as directed by the Engineer-in-Charge.
320
-
95040
R9 LIS;Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes P1 500 mm dia conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Including transportation, excluding taxes & duties complete for finished item as directed by the Engineer-in-Charge.
320
-
680512
R9 LIS;Lowering the RCC S/S pipes 400mm Dia carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 for finished item as directed by the Engineer-in-Charge.
150
-
35160
R9 LIS;Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes P1 400 mm dia conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Including transportation, excluding taxes & duties complete for finished item as directed by the Engineer-in-Charge.
150
-
226140
R9 LIS;Manufacture, Supply and delivery of 600mm 10 Kg/cm2 zero velocity valve/ PSLV with MS Fabricated Body with Plain ends. as per AWWA, Ex-factory including transportation etc. complete for finished item as directed by the Engineer-in-Charge.(Including Labour and Conveyance charges)
5
-
999640
R9 LIS;Manufacture, supply and delivery of Single Chamber DI Air Valve 150mm PN 16 with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the dept.(Including Labour and Conveyance charges) complete for finished item as directed by the Engineer-in-Charge.
17
-
1186427
R9 LIS;Manufacture, Supply and delivery of 100mm mm dia Test Pressure 10Kgs/cm2 Air Cushion valves / Quick Released damped Air Valves (QRDA) as per AWWA, Ex-factory excluding transportation etc., complete. (Including Labour and Conveyance charges) for finished item as directed by the Engineer-in-Charge.
2
-
145617
R9 LIS;Manufacture, Supply and delivery of Cast Carbon Steel Bolted Cover Non Return Valve 450mm PN20 as per IS : 5312 / Part1 /2004. Round body heavy duty material spec. As per IS:1030/1998 with SS Hinge & Seat Rings.Including transportation etc., complete for finished item as directed by the Engineer-in-Charge.
1
-
251253
R9 LIS;Manufacture, Supply and delivery of Cast Carbon Steel Bolted Cover Non Return Valve 300mm PN20 as per IS : 5312 / Part1 /2004. Round body heavy duty material spec. As per IS:1030/1998 with SS Hinge & Seat Rings.Including transportation etc., complete for finished item as directed by the Engineer-in-Charge.
2
-
163860
R9 LIS;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) 500mm PN16 Sluice valves With By-pass Gear Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the dept. (Including Conveyance charges) complete for finished item as directed by the Engineer-in-Charge.
1
-
468628
R9 LIS;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) 350mm PN16 Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the dept.(Including Conveyance charges) complete for finished item as directed by the Engineer-in-Charge.
2
-
489118
R9 LIS;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) 150mm PN16 Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the dept.(Including Conveyance charges) complete for finished item as directed by the Engineer-in-Charge.
2
-
46443
R9 LIS;Providing & constructing Sand filling below foudation including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts as directed by the Engineer-in-Charge.
3640.24
-
4580514
R9 LIS;Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete with initial lead upto 50 and all lifts as directed by the Engineer-in-Charge.
14693.19
-
1191618
R9 LIS;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts as directed by the Engineer-in-Charge.
189.22
-
1272467
R9 LIS;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / super-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.as directed by the Engineer-in-Charge.
20.44
-
125175
R9 LIS;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts as directed by the Engineer-in-Charge.
58.54
-
331530
R9 LIS;Excavation in ordnary rock without blasting for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete for finished item of work with initial lead upto 50 m and initial lift upto 3 m. as directed by the Engineer-in-Charge.
209.6
-
30539
R9 LIS;Excavation for Structures- Mechanical Means (Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Depth upto 3 m) complete for finished item of work as directed by the Engineer-in-Charge.
157.51
-
17988
R9 LIS;Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. For canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts as directed by the Engineer-in-Charge.
17966.85
-
2953750
R9 LIS;Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc., complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-Charge.
7750.55
-
941692
JBC LIS;Erection, Testing and commissioning @ 12% of cost of equipment (Above Items 69 to 94)
1
-
9429360
JBC LIS;Insurance @ 1% on total cost of equipment (Above Items 69 to 94)
1
-
872216
JBC LIS;Freight .@ 1% on total cost of equipment (Above Items 69 to 94)
1
-
872216
JBC LIS;Add T&P @ 1% on equipment cost (Above Items 69 to 94)
1
-
785780
JBC LIS;Spares @ 10% on equipment cost (Above Items 69 to 94)
1
-
7857800
JBC LIS;6.6 KV capacitor banks
1
-
2000000
JBC LIS;415V capacitor banks
1
-
200000
JBC LIS;500 KVA Unit Auxilary Transormes Dry Type with offload Taps 11KV/415V
2
-
3000000
JBC LIS;Fire Protection System
1
-
2000000
JBC LIS;D.G Set 250 KVA with AMF panel
1
-
5000000
JBC LIS;Power House Earthing
1
-
400000
JBC LIS;E.O.T crane 25/5 Tons
1
-
5000000
JBC LIS;Communication system
1
-
200000
JBC LIS;Air conditioning & Ventilation system
1
-
500000
JBC LIS;Lighting
1
-
500000
JBC LIS;Drainage & Dewatering Equipment (2 Nos. 50 KW Dewatering pumps (Submersible pumps) and 2 No 25 KW Drainage Pumps ( Submersible pumps) and one no 50 KW submerssible pump for flood water pumping to ground level
1
-
5000000
JBC LIS;D.C.D.B
1
-
3000000
JBC LIS;500AH, 110V D.C Battery with Battery Charger
1
-
8000000
JBC LIS;Emergency Board
1
-
3000000
JBC LIS;Station Auxilary Board (415V) i) 1000A ACBs incoming feeder -2 Nos ii)400A MCCBs outcoming feeder -4 Nos iii)250A MCCBs outcoming feeder -7 Nos iv) 100A MCCBs outcoming feeder -10 Nos v)63A MCCBs outcoming feeder - 14 Nos vi) 25A MCCBs outcoming feeder -14 Nos
1
-
5000000
JBC LIS;6.6 KV Cubicles with i) 600A VCBs incoming feeder -2 Nos ii) 600 A VCB for bus coupler -1 No. iii) 300 A VCBS out going feeders - 9 Nos iv) 150A VCBs out going feeders -3 Nos
1
-
35000000
JBC LIS;Erection, Testing and commissioning @ 12% of cost of equipment (Above Items 64 to 70)
1
-
4748040
JBC LIS;Insurance @ 1% on total cost of equipment (Above Items 64 to 70)
1
-
439194
JBC LIS;Freight .@ 1% on total cost of equipment (Above Items 64 to 70)
1
-
439194
JBC LIS;Add T&P @ 1% on equipment cost (Above Items 64 to 70)
1
-
395670
JBC LIS;spares @ 10% on equipment cost(Above Items 64 to 70)
1
-
3956700
JBC LIS;Instrumentation cables (Above Items 64 to 70)
1
-
75000
JBC LIS;Control cables including cable trays laying of cables etc(Above Items 64 to 70)
1
-
100000
JBC LIS;H.T & L.T Power Cables for (Above Items 64 to 70)
1
-
500000
JBC LIS;FCMA starter panel for pumps to pump water to D.C-1
2
-
2000000
JBC LIS;Sluice valve (non return valve) 200 mm for pumps to pump water to D.C-1
2
-
1000000
JBC LIS;FCMA starter panel for pumps to pump water to D.C-2
5
-
10000000
JBC LIS;Sluice valve (non return valve) 500 mm for pumps to pump water to D.C-2
5
-
3500000
JBC LIS;175 KW , 415 V Submersible Pump with Induction Motor with associated auxilaries equipment and with 50 M , 1100V grade cable for pumps to pump water to D.C-1
2
-
3000000
JBC LIS;700 KW , 6,6 Submersible Pump with Induction Motor with associated auxilaries equipment and with 50 M , 6.6 KV cable for pumps to pump water to D.C-3
2
-
7000000
JBC LIS;770 KW, 6,6 Submersible Pump with Induction Motor with associated auxilaries equipment and with 50 M , 6.6 KV cable for pumps to pump water to D.C-2
3
-
12000000
JBC LIS;Supply and fixing of partitions made of seccolor pre-painted steel (base steel as per IS 513 of0.58 mm thick ?D? quality, galvanized as per IS 277 with Zinc of 120 GSM). Primer coated withepoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick alkyd backer. Section for outer frame should be 46x52mm, section for shutter should be 46x46mm, section for mullion should be 46x70mm, section for beading should be 18x25mm and section for middle and bottomrail (Lock Rail and Kick Rail) of size should be 23x130mm. The partition should be panelled with 9mm pre-laminated particle board to a height of 0.91m from the bottom, and remaining height with 5mm thick plain glass With Ethyl Propylene Diametermine Monomer (EPDM) Gaskets. The sections are to be cut to length, mitre joined with corner bracket Centremullions are to be fixed using mullion cap. Gaskets made of Ethyl Propylene Diametermine Monomer (EPDM).Cornerbrackets made of CRCA with zinc phosphate. Mullion caps made of Glass filled nylon. The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, and complete for finished item of work Fixed Partition with Door: Outer frame section size of 46x52mm, mullion section should be of 46x70mm, fixed beading should be of 18x25mm, section for shutter should be of 46x46mm and section for middle & bottom should be of size23x130mm complete as directed by the Engineer-in-Charge.
450
-
2784870
JBC LIS;Supply of 24"(600mm) Wall mounting / Pedestal Air Circulators of reputed company like Crompton / Havells Turbo Force /Orient / Almonard / Panasonic / Halonix / RR complete for fnished item of work as directed by the Engineer-in-Charge.
20
-
165856
JBC LIS;Providing and fixing false ceiling consisting of 600 mm x 600 mm, Solid PVC insulation panels having wall thickness of 1mm thick plain PVC rigid foam sheet and EPS as defined in of desired thickness depending on insulation required shall be insert in a frame work made using anodized aluminium Tee section of sizes 1?X1?(25X25mm, 19 gauge or 1mm thick) in square pattern of grid sizes of 2?X2? (600X600mm). The aluminium framework is supported from the ceiling with the help of G.I. hook and G.I. wire/6mm.M.S. rods of required sizes to maintain proper level etc.the aluminium framework is supported on side wall with the use of aluminium 1?X1? (25X25mm) angles, complete as per direction of Engineer-in- Charge &drawing
400
-
595360
JBC LIS;Supply and fixing of pre-painted steel casement/ open able windows base steel as per IS 513 of 0.58 mm thick 'D quality, galvanized as per IS277,finish painted with a polyester paint, section for outer frame of 46 x 52 mm section for shutter of 46 x 46 mm section for mullion 46 x 70 mm, and section for beading 18 x 25 mm panelled with 5 mm thick plain float glass fitted with EPDM gaskets, handle made of high grade aluminium powder coated frames fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars @ 150 mm pitch for Windows: Double shutter with mullion section for sizes 3'-0 x 4'-0 (914.4mm x 1219.2mm) and 4'-0 x 4 '-0 (1219.2x1219.2mm) complete as directed by the Engineer-in-Charge.
38
-
307698
JBC LIS;Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm Diameter nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including costof hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special Spec:1108 and as directed by the Engineer-in-Charge.
84
-
397110
JBC LIS;Supply and Fabrication of stainless steel railing works using Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters for - 304 Grade, stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish including Labour charges complete as directed by the Engineer-in-Charge.
616
-
402433
JBC LIS;Painting to new walls with 2coats of waterproof cement paint of apporved brand and shade over a basecoat of approved cement primer gradeI making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc.c omplete for finished item of work as per SS 912 for internal walls as directed by the Engineer-in-Charge.
4380
-
865488
JBC LIS;Flooring with vitrified tiles of Double charged / multi charged stain free full body porcelain vitrified tiles withdouble layer pigment of size 800 x 800 mm and thickness between 9-11 mm 1st quality conforming toIS:13711, IS:13712, IS:13630 (Parts 1 to 15) , set over base coat of cement mortar (1:8), 12mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete for finished item of work, but excluding the cost of conveyance of all materials as directed by the Engineer-in-Charge.
414
-
480654
JBC LIS;Flooring with high polished granite 16 to18mm mm thick slabs other than black set over base coat of cement mortar (1:8), 20mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread@3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to fulldepth, including cost of all materials like cement, sand water and tiles etc., complete, including labour charges for dressing of tiles etc., complete for finished item of work, but excluding the cost of conveyance of all materials as directed by the Engineer-in-Charge.
625
-
2535750
JBC LIS;Plastering with CM 2 coats, 12mm thick, base coat in CM(1:5), 8mm thick and topcoat in CM(1:3), 4mm thick with sponze finishing.Including cost and conveyance of all materials and labour for all leads and lifts complete as directed by the Engineer-in-Charge.(External)
2190
-
871182
JBC LIS;Plastering with CM 2 coats , 20 mm thick, base coat in CM(1:6), 16mm thick and top coat in CM(1:4), 4mm thick with Dubara sponze finishing. Including cost and conveyance of all materials and labour for all leads and lifts complete as directed by the Engineer-in-Charge.(External)
2190
-
904470
JBC LIS;Brick Masonry in CM(1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms Including cost and conveyance of all materials and labour for all leads and lifts complete as directed by the Engineer-in-Charge.
490
-
3354687
JBC LIS;Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work for 1500mm Dia through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in ?Charge.
35
-
1709827
JBC LIS;Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work for 1200mm Dia through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in ?Charge.
35
-
1367846
JBC LIS;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) 450mm PN16 Sluice valves With By-pass Gear Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the dept. and complete as directed by the Engineer-in-Charge. (Including Conveyance charges)
9
-
3971668
JBC LIS;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated)200mm PN16 Sluice valves Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the dept. and complete as directed by the Engineer-in-Charge.(Including Conveyance charges)
13
-
501642
JBC LIS;Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated)150mm PN16 Sluice valves Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG- 400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163- 89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the dept. and complete as directed by the Engineer-in-Charge. (Including Conveyance charges)
14
-
325099
JBC LIS;Manufacture, Supply and delivery of 200mm mm dia Test Pressure 15 Kgs/cm2 Air Cushion valves / Quick Released damped Air Valves (QRDA) as per AWWA, Ex-factory excluding transportation etc., complete as directed by the Engineer-in-Charge. (Including Labour and Conveyance charges)
13
-
1765033
JBC LIS;Manufacture, Supply and delivery of 150mm mm dia Test Pressure 15 Kgs/cm2 Air Cushion valves / Quick Released damped Air Valves (QRDA) as per AWWA, Ex-factory excluding transportation etc., complete as directed by the Engineer-in-Charge. (Including Labour and Conveyance charges)
14
-
1780711
JBC LIS;Cost of Laying, Jointing, Hydrostatic Filed Test Pressure for 1200mm 8mm thick MS pipe, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line After Completion Of Field Testing as directed by the Engineer-in-Charge.
5400
-
11242800
JBC LIS;Cost of Laying, Jointing, Hydrostatic Filed Test Pressure for 900mm 5mm thick MS pipe, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line After Completion Of Field Testing as directed by the Engineer-in-Charge.
6700
-
16609970
JBC LIS;Cost of Laying, Jointing, Hydrostatic Filed Test Pressure for 500mm 5mm thick MS pipe, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line After Completion Of Field Testing complete as directed by the Engineer-in-Charge.
1900
-
1794930
JBC LIS;Manufacture, Supply and Delivery of MS pipes confirming to IS 2002-Grade 2 of 900mm Dia 5mm thick with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) on sand baslted inner side and 25mm thick gunetting with cement mortar with CM 1:3 duly providing wiremesh on sand baslted outer side of pipe including cost of all materials, machinery, labour and transportation any where in TG etc., complete as per specifications and approved drawings and as directed by the Engineer - in - Charge.
5400
-
111004020
JBC LIS;Manufacture, Supply and Delivery of MS pipes confirming to IS 2002-Grade 2 of 1200mm Dia 8mm thick with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) on sand baslted inner side and 25mm thick gunetting with cement mortar with CM 1:3 duly providing wiremesh on sand baslted outer side of pipe including cost of all materials, machinery, labour and transportation any where in TG etc., complete as per specifications and approved drawings and as directed by the Engineer - in - Charge.
6700
-
255450230
JBC LIS;Manufacture, Supply and Delivery of MS pipes confirming to IS 2002-Grade 2 of 500mm Dia 5mm thick with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) on sand baslted inner side and 25mm thick gunetting with cement mortar with CM 1:3 duly providing wiremesh on sand baslted outer side of pipe including cost of all materials, machinery, labour and transportation any where in TG etc., complete as per specifications and approved drawings and as directed by the Engineer - in - Charge.
1900
-
21803830
JBC LIS;Painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70 +/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads and all lifts as directed by the Engineer-in-Charge. (IRR-GAW-3-2)
100
-
56380
JBC LIS;Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surface for painting by sand blasting method as per specifications including cost of all materials, labour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts as directed by the Engineer-in-Charge.
100
-
94130
JBC LIS;Design, fabrication, supply, erection, testing and commissioning of adequate capacity rope drum hoist consisting of hoist platform, rope drum, gear system, electric motor, electro-magnetic brake system, hand operation assembly, control panel, wire rope, pulleys, ladder etc.,with all accessories for operating river sluice / canal sluice service gate including cost ofall materials, machinery, labour, , complete as per specifications and drawings with all leads and lifts as directed by the Engineer-in-Charge.(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
30
-
2313360
JBC LIS;Design, fabrication, supply, erection and commissioning of rail track using 45 kg / m standard rails on spillway bridge for movement of gantry crane for handling and operating spillway stoplog gate elements / river sluice / canal sluice emergency gate including cost of all materials, machinery, labour, complete as per specifications as directed by the Engineer-in-Charge.(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
100
-
791180
JBC LIS;fabrication, supply, erection, testing and commissioning of adequate capacity Class- II type moving gantry crane consisting of rail mounted gantry frame, top platform with handrailing, long / cross travel arrangements, rope drums, gear systems, electric motors, electro-magnetic brake system, cabin, control panel, wire rope, ladder, motorised cable reeling drum etc., with all accessories for operating spillway stop log gate elements and river sluice /canal sluice emergency gates including cost of all materials, machinery, labour, etc., complete with all leads and lifts as directed by the Engineer-in-Charge. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
25
-
6854325
JBC LIS;fabrication, supply, erection, testing and commissioning of automatic lifting beam with all accessories for handling, lowering and lifting of spillway stop log gate elements including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, etc., complete as per specifications and drawings with all leads and lifts.(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as per scedule of rates under items in this chapter and add as applicable separately)
10
-
1572540
JBC LIS;Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift service gate consisting of skin plate, vertical and horizontal girders, wheels, stiffeners, lifting brackets, guide rollers, ballast blocks, teflon claded rubber seals etc., with all accessories for river sluice / canal sluice vent including cost of all materials, machinery, labour,welding ,aligning finishing seal fixing etc.with all leads and lifts, complete as per specifications and approved drawings as directed by the Engineer-in-Charge.(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
25.5
-
4498876
JBC LIS;Design, fabrication, supply, erection and commissioning of embedded parts consisting ofsill beam, slide tracks, seal seats, guide rails, dogging sets for storage of stoplog elements etc., with all accessories for spillway stop log gates and other vertical lift elements including cost of all materials,machinery, labour, etc., complete as per specifications and approved drawings as directed by the Engineer-in-Charge.(without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)
20
-
4222254
JBC LIS;Providing semi-pervious / pervious casing embankment for Inspection paths of Apporach channel using soil collected in heaps embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water as directed by the Engineer-in-Charge.
4400
-
336160
JBC LIS;Providing and fixing 25 mm dia 3 m long cold twisted deformed steel dowel bars with one end driven into 45 to 50 mm diameter 1.50 m deep hole drilled in bed rock and other end provided with L-bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appertenant works including cost of drilling and cleaning hole, filling hole with cement mortar 1 : 1 proportion, driving anchor rod, cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-Charge.
1560
-
1937208
JBC LIS;Providing, fabricating and placing in position reinforcement steel bars for RCC works of Pressure Main Items thrust Blocks, Air Valve Chambers & Delivery Cistern includingcleaning, straightening, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc.,complete with initial lead upto 50 and all lifts as directed by the Engineer-in-Charge. (For Pressure Main Items Thrust Blocks, Air Valve Chambers, & Delivery Cistern Allied works)
473274
-
38382522
JBC LIS;Providing, fabricating and placing in position reinforcement steel for RCC of Pump House, below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and overlaps and wastage as per NHAI-data Lap jointing considered for bars upto 36 mm diameter complete as directed by the Engineer-in-Charge. (for Pump House)
2459
-
185370486
JBC LIS;Providing and laying insitu M- 25 ( 28 days cube compressive strength not less than 25 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for wearing coat at Delivery Cisterns including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with all leads and lifts as directed by the Engineer-in-Charge. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. to the data (Cement content: 330+50 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) for Delivery Cistern
18
-
115175
JBC LIS;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, gradedaggregates for sub-structure / super- structure works of Pressure Main Items such as Thrust Blocks, Air Valve Chambers, etc., including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-Charge.(Cement content: 320 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (For Pressure Main Items Thrust Blocks, Air Valve Chambers, etc.,)
2248
-
15449605
JBC LIS;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, gradedaggregates for Pump House columns and beams including cost of all materials,machinery,labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-Charge. If water is to be brought from other place add only lead charges @ 500 ltr / cum. Cement content: 330+50 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) for Pump House
1450
-
13772535
JBC LIS;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of Pump House slab and such other similar structures with conjested reinforcement with all leads and lifts as directed by the Engineer-in-Charge. ( Cement content : 330 kg+50 Kg/ cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum) for Pump House
465
-
3916323
JBC LIS;Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Delivery Cisterns Slabs including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the Engineer-in-Charge.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for Delivery Cisterns)
14
-
146270
JBC LIS;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works of Delivery Cistern including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with all lead and lifts as directed by the Engineer-in-Charge.(Cement content: 330+50 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)(For Delivery Cistern )
2448
-
17908344
JBC LIS;Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for RCC works of Pump House items Steining Wall, Raft, RetainingWall, Counterfort, etc.,and such other locations with initial lead upto 1 km and all lifts complete as directed by the Engineer-in-Charge.(using Transit Mixers) ( Cement content : (380) kg / cum with use of super plasticiser,CA : 0.90 cum, blending ratio of CA--65:35, FA : 0.40 cum) (for Pump House items Steining Wall, Raft, RetainingWall, Counterfort, etc.,)
13693
-
92364763
JBC LIS;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling of Delivery Cistern and structures on Pressure Main including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete with all lead and lifts as directed by the Engineer-in-Charge. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (For Pressure main and Delivery Cistern Allied works)
368
-
2180658
JBC LIS;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works of Pump House with all lead and lifts as directed by the Engineer-in-Charge. ( Cement content : 260 kg / cum with use of super plasticiser, CA : 0.90 cum, Blending Ratio of CA 50:30:20, FA : 0.40 cum) for Pump House Foundation Fillings
588
-
3476315
JBC LIS;Providing & constructing Sand filling below Pressure Mains and foundation including cost of all materials, machinery, labour, watering, ramming etc., complete with all lead and lifts complete as directed by the Engineer-in-Charge.
8828
-
14003857
JBC LIS;Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for foundations of Delivery Cistern & Structures on Pressure Main and other appurtenant structures and placing theexcavated rock neatly in specified dump area or stack yard as directed etc., complete with lead upto 2 Km m and initial lift upto 3 m as directed by the Engineer-in-Charge. (for Delivery Cistern & Structures on Pressure Main )
444
-
349961
JBC LIS;Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. for foundations of Delivery Cistern & Structures on Pressure Main and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with lead upto 2Km and initial lift upto 3 m as directed by the Engineer-in-Charge. (for Delivery Cistern & Structures on Pressure Main )
884
-
481162
JBC LIS;Excavation in ordnary rock without blasting for foundations of Delivery Cistern & Structures on Pressure Main and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with lead upto 2Km and initial lift upto 3 m.( Data adopted from MORTH) (for Delivery Cistern & Structures on Pressure Main )
1926
-
385586
JBC LIS;Excavation for Structures- Mechanical Means ( Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of Delivery Cistern & Structures on Pressure Main as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m complete as directed by the Engineer-in-Charge.(for Delivery Cistern & Structures on Pressure Main )
1185
-
135327
JBC LIS;Excavation in hard rock by blasting including boulders above 1.2 m dia. for Apporach Channel etc., including levelling bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dumparea and levelling the same as directed etc.,complete with lead upto 2 km and all lifts as directed by the Engineer-in-Charge.(for Apporach Channel ) NOTE:-i ) The rate under this item shall be adopted for canals designed for carrying capacity of more than 15 cumecs or where the average depth of excavation in hard rock is more than 3 m. ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever required.
169933
-
65764071
JBC LIS;Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for Pressure Main etc., including levelling the bed by removing all projections by hammering / chiselling, cost of all materials, machinery, labour,placing the excavated rock neatly in approved dump area and levelling the same as directed etc., complete with lead upto 5 km and all lifts as directed by the Engineer-in-Charge. (for Pressure Main ) Note: i ) The rate under this item shall be adopted for canals designed for carrying capacity of less than 15 cumecs or where the average depth of excavation in hard rock is less than 3 m. ii ) The rate includes levelling canal bed by hammering / chiselling all rock projections wherever required.
12770
-
8895582
JBC LIS;Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for Pressure Main etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 5 km and all lifts as directed by the Engineer-in-Charge.(for Pressure Main)
51079
-
16335065
JBC LIS;Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for Apporach Channel etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 2 km and all lifts as directed by the Engineer-in-Charge.(for Apporach Channel )
21242
-
5660993
JBC LIS;Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for Pressure Main etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing theexcavated soft rock neatly in dump area or for formation of service road as directed etc.,complete with lead upto 5 km and all lifts as directed by the Engineer-in-Charge.(for Pressure Main )
38309
-
8937490
JBC LIS;Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. for Apporach Channel etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc.,complete with lead upto 2 km and all lifts as directed by the Engineer-in-Charge.(for Apporach Channel )
10621
-
1911780
JBC LIS;Excavation in all kinds of soil including boulders upto 0.3 m diameter for Apporach Channel and Pressure main etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-Charge.(for Apporach Channel and Pressure Main )
36161
-
4393562
JBC LIS;Excavation for foundation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for Pump House and other appurtenant works and placing the excavated rock neatly in dump area or stack yard including levelling as directed etc., complete with lead upto 2 km and all lifts as directed by the Engineer-in-Charge.(for Pump House )
128143
-
69069077
JBC LIS;Excavation for foundation in hard rock (including F&F) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for Pump House and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with lead upto 2 km and all lifts as directed by the Engineer-in-Charge.(for Pump House )
16018
-
5012033
JBC LIS;Excavation for foundation in ordinary rock (including HDR) without blasting including boulders above 0.3 m upto 0.6 m dia for Pump House and other appurtenant works and placing the excavated material neatly in dump area or disposing off the same as directed etc., complete with lead upto 2 km and all lifts as directed by the Engineer-in-Charge.(for Pump House )
8009
-
1738754
JBC LIS;Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for Pump House and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with initial lead upto 1 km and all lifts as directed by the Engineer-in-Charge.(for Pump House )
8009
-
1225377
JBC LIS;Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto30 cm / parthenium and other weeds including burning or disposing off the same as directedetc., complete as directed by the Engineer-in-Charge.
40000
-
80000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements