Faridabad Metropolitan Development Authority Tender
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Costs
EMD
₹ 16,55,361Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Augmentation Of Master Water Supply Scheme Faridabad.
Description
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Contact
Tender Id
2023_HRY_255769_1Bid Award Id
ViewTender No
20232864B4EA 5C99 4C91 9E34 DD2E49BD54BE1851002Tender Authority
Faridabad Metropolitan Development Authority ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
[20.63.13]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 13. 800 mm i/d
1780
-
-
[20.63.14]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/W to be measured and paid separately.
` 14. 900 mm i/d
1520
-
-
[20.66.13]Cutting DI pipe and chipping or filling the surface to a uniform finish 13. 800 mm i/d
118.51
-
-
[20.66.14]Cutting DI pipe and chipping or filling the surface to a uniform finish 14. 900 mm i/d
101
-
-
[20.67.13]Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 13. 800 mm i/d
356
-
-
[20.67.14]Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 14. 900 mm i/d
304
-
-
[20.68.3]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 3. Above 600mm dia and up to 1000mm dia
9240
-
-
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
12865.48
-
-
[4.31.1]Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1. All kinds of soil
5190
-
-
[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix)
13.5
-
-
[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
4.7
-
-
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2.03
-
-
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
5.33
-
-
[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
6.46
-
-
[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform
25.41
-
-
[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
584.1
-
-
[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
35.42
-
-
Providing and fixing of C.I. Sluice valves (800 mm Dia) with HW PN-1.0 rating (rising type )confirming to IS:14846-DIN- 3352 / BS-5163 bldg-IS-1865 G-400/1500/7 (with latest revision) specifications sluice valves along with contingent material required for their fixing with pipes and specials complete in all respect to the entire satisfaction of the Engineer-in-Charge.Make:-Vag,Telish,IVC.
7
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-
Providing and fixing of C.I. Sluice valves (900 Dia) with HW PN-1.0 rating (rising type )confirming to IS:14846-DIN- 3352 / BS-5163 bldg-IS-1865 G-400/1500/7 (with latest revision) specifications sluice valves along with contingent material required for their fixing with pipes and specials complete in all respect to the eintire satisfaction of the Engineer-in-Charge.Make:-Vag,Telish,IVC.
4
-
-
Providing and Fixing of MS Spacer at a distnce of 2 Mtrs apart to avoid contract of casing pipe and carrier pipes complete - For 900 mm i/d
62.5
-
-
Extra provision for making connection 800mm i/d mm with the existing 800 mm i/d main pipe line complete in all respects including specials of required size.
3
-
-
Extra provision for making connection 800mm i/d mm with the existing 900 mm i/d main pipe line complete in all respects including specials of required size.
1
-
-
Extra provision for making connection 900mm i/d mm with the existing 900 mm i/d main pipe line complete in all respects including specials of required size.
2
-
-
Boring/Excavation to the precise dimension by trenchless technology complete in all respects in normal soil condition but not rock/bolder/any underground utilities like foundation water supply line coming in alignment or other underground obstruction suitable for MS casing pipe of size complete for 1400 mm i/d MS Pipe 10mm thick casing pipe. Machinery on hire basis, Labour Heavy Hydraulic Crane, Jacking Machine and other necessary equipment Horizontal Boring/ Excavation of size 1420 mm i/d.
22
-
-
Boring/Excavation to the precise dimension by trenchless technology complete in all respects in normal soil condition but not rock/bolder/any undergound utilities like foundation water supply line coming in alignment or other underground obstruction suitable for MS casing pipe of size complete for 1300 mm i/d MS Pipe 10mm thick casing pipe. Machinery on hire basis, Labour Heavy Hydraulic Crane, Jacking Machine and other necessary equipment Horizontal Boring/ Excavation of size 1320 mm i/d
45
-
-
Boring/Excavation to the precise dimension by trenchless technology complete in all respects in normal soil condition but not rock/bolder/any underground utilities like foundation water supply line coming in alignment or other underground obstruction suitable for MS casing pipe of size complete for 1400 mm i/d MS Pipe 10mm thick casing pipe. Machinery on hire basis, Labour Heavy Hydraulic Crane, Jacking Machine and other necessary equipment Horizontal Boring/ Excavation of size 1420 mm i/d.
8
-
-
Boring/Excavation to the prsise dimention by trenchless technology complete in all respects in normal soil condition but not rock/bolder/any undergound utilities like foundation water supply line coming in alingment or other underground obstruction suitable for MS casing pipe of size complete for 1400 mm i/d MS Pipe 10mm thick casing pipe. Machinery on hire basis, Labour Heavy Hydraulic Crane, Jacking Machine and other necessary equipment HorizontalBoring/ Excavation of size 1420 mm i/d.
50
-
-
Providing and Inserting of 1420 mm i/d M.S. casing pipe into trenchless 10 mm thick(Fe-330 grade) Fabricated as per IS 3589 of 1991 from steel plates confirming to IS:-2062 including cutting, beveling, grinding and jointing with radiographically welding of pipe as per IS- 1182 and testing complete in all respect.
80
-
-
Providing and Inserting of 1320 mm i/d M.S. casing pipe into trenchless 10 mm thick(Fe-330 grade) Fabricated as per IS 3589 of 1991 from steel plates confirming to IS:-2062 including cutting, beveling, grinding and jointing with radiographically welding of pipe as per IS- 1182 and testing complete in all respect.
45
-
-
Providing and Insertion of W/S pipeline 800 mm i/d DI pipe in to MS Casing pipe aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per IS:8329-200 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. by providing Roller arrangement for smooth insertion and anchoring of pipe through out the length with HDPE spacers at a distance of 2 meters apart to avoid contract of carrier pipe including cutting, jointing, radio graphically as per IS:1182 Hydraulic testing complete in all respect including cartage of material to site of work complete in all respect as per satisfaction of Engineer-in-Charge.
55
-
-
Providing and Insertion of W/S pipeline 900 mm i/d in MS casing pipe , aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per IS:8329-200 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. by providing Roller arrangement for smooth insertion and anchoring of pipe through out the length with HDPE spacers at a distance of 2 meters apart to avoid contract of carrier pipe including cutting, jointing, radio graphically as per IS:1182 Hydraulic testing complete in all respect including cartage of material to site of work complete in all respect as per satisfaction of Engineer-in-Charge.
100
-
-
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