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Tender For Construction Of 02 Nos. 30000 Gallons Rcc Oht Tank With Column Structures At Migrant Camp Naiwala-I Kodewala And Migrant Camp Naiwala-2 Kodewala And Allied Works Under Ut Capex, akhnoor-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Of 02 Nos. 30000 Gallons Rcc Oht Tank With Column Structures At Migrant Camp Naiwala-I Kodewala And Migrant Camp Naiwala-2 Kodewala And Allied Works Under Ut Capex. Submission Date for this Tender is 25-10-2023. Over Head Tank Tenders in akhnoor Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

40275357
Corrigendum : Tender For Construction Of 02 Nos. 30000 Gallons Rcc Oht Tank With Column Structures At Migrant Camp Naiwala-I Kodewala And Migrant Camp Naiwala-2 Kodewala And Allied Works Under Ut Capex
Open Tender
Indian
Jammu And Kashmir
akhnoor
25-10-2023

Tender Details

Construction Of 02 Nos. 30000 Gallons Rcc Oht Tank With Column Structures At Migrant Camp Naiwala-I Kodewala And Migrant Camp Naiwala-2 Kodewala And Allied Works Under Ut Capex

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Oct-2023 C1 Date 25-10-2023

Key Value

Document Fees
INR 1000 /-
EMD
INR 267980.0 /-
Tender Value
INR 1.33 Crore /-

BOQ Items

Name of Work: Construction of 02 Nos. 30000 gallons RCC OHT tank with column structures at Migrant Camp Naiwala-I (Kodewala) and Migrant Camp Naiwala-2 (Kodewala) and allied works under UT Capex.
Sl. No. Item Description
1Dismantling of 50000 gallons RCC Over Head Water Tank and disposal of mulba of already collapsed 50000 gallons OHT with single compartment and 17 meter staging height, RCC columns, brasses, staircase, gallery to top of dome along with side steel railing and top storage tank including carriage of Mulba/material from dismantled site to safter site for an average distance of 10KM and dismantled site to safer site for an average distance of 10KM and dismantled steel/steel railing deposited to PHE divisional store Akhnoor.
2Earth Work Excavation by manual mean in trenches for foundation, drains, pipes, cables etc (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 102mtr on plan, depth upto 1.5mtr including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be levelled and neatly dressed in (All Kind of Soils) Trench Size of 150mm dia = 750 x 0.90 x 0.80 = 540.00 m3
3Providing and fixing of GI pipes complete with G.I fittings/pipe specials as per site requirement including sockets, bends, elbows, gate valves, sluice valves, non return valves, handling of all types of carriages of material to the site of work interconnection at tapping point and delivery point with existing system etc. (Complete rate to be quoted by the contractor) excluding trenches and refilling. 1. 150mm dia nominal bore (Medium)
42. 100mm dia nominal bore (Medium)
53. 50mm dia nominal bore
64. 20mm dia nominal bore
75. 15mm dia nominal bore
8Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. inlayer not exceeding 20cm in depth consolidation
9Welding by electric plant including transportation of electric welding plant at site for interconnections, making of bends and welding for slipped sockets etc (Complete)
10Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
11Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
12Construction of 30000 glns OHT (02 Nos.) Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5m, as directed by Engineer-in-Charge. All kinds of soil.
13Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5m, as directed by Engineer-in-Charge. All kinds of soil.
14Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material in all kinds of soil.
15Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 Sand :graded stone agg. upto 40mm niminal size)
16Dry stone pitching (any thickness) excluding cost of stoneson horizontal
17Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 Sand :graded stone agg. upto 20mm niminal size)
18Providing and laying in position weigh batched design mixM-30grade cement concrete for reinforced cement concrete work with weigh batcher attached with concrete mixer with or without hopper at site of work, using cement content as per approved design mix, but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete including curing, improve workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth level
19Providing and laying in position weigh batched design mixM-30grade cement concrete for reinforced cement concrete work with weigh batcher attached with concrete mixer with or without hopper at site of work, using cement content as per approved design mix, but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete including curing, improve workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth level
20Reinforcement cement concrete work in Arches, arch ribs, domes, vaults shells, folded plate and roofs having slope more than 15°up to floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
21Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc for mass concrete .
22Extra for shuttering in circular works
23Centering and shuttering including strutting, propping etc and removal of form work for Columns, pillars,piers,abbutmentsts and struts.
24Centering and shuttering including strutting, propping etc and removal of form work for Lintels Beams, plinth beams, girders , bresssumers and cantilevers.
25Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span.
26Centering and shuttering including strutting, propping etc and removal of form work for Walls (any thickness) including pilasters, butresses,plinth and string courses etc.
27Extra for shuttering in circular works
28Centering and shuttering including strutting, propping etc and removal of form for Suspended floors, roofs, landings, balconies and access platforms.
29Extra for shuttering in circular works
30Centering and shuttering including strutting, propping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide
31Extra for Reinforced cement concrete work in super structure above floor V level for each four floor or part thereof
32Extra for additional height in centering and shuttering for every additional height of 1 meter or part thereof above 3 meter (plan area to be measured) Lift 1/Beam 2
33Lift 4/ Beam 3
34Lift 7/Beam 4
35Lift 10/Beam 5
36Lift 12/Beam 6
37Stair Slope Lift 1
38Lift 2&3
39Lift 5&6
40Lift 8&9
41Lift 11&12
42Lift 13&14
43Stair Landing Lift 1
44Lift 4
45Lift 7
46Lift 10
47Lift 14
48Lift 15
49Top Landing/Lift 16
50Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)
51Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level up to floor v level
5212 mm cement plasterfix with a floating coat ofneat cement of mix 1:3 ( 1 cement : 3 coarse sand)
5312mmthick Cement plasterorrough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand)
54Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more
55Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
56Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece.
57Providing and fixing G.I. pipes complete32 mm dia. nominal bore including welding for railing works
58Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement)
59Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shades, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of tile 600x600 mm
60Supply of stones
61Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work
62Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
63Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
64Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
65Providing and laying D.I. Specials of Class K-12 suitable for mechanical jointing as per IS Upto600 mm dia
66Providing & fixing CI Double Flanged manually operated Sluice Valve (with cap wheels) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) 100 mm dia
67Providing and fixing S.C.I. S & S 100 mm dia bend
68Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S
69Providing and fixing of lightning conductor complete job along with fixing of Aluminum strips and earthlingwhich includes digging of a pit in the earth which should not be less than 3m (10ft) from the ground level . A plate made up of Aluminium with dimensions 60cm x 60cm x 3.18mm is buried vertical in the earth (earth pit) which should not be less than 3m (10ft) from the ground level and connecting aluminium strip of 32mm x 5mm along with nuts and bolts inside the pit with the earthing plate and extending the strip up to the machinery. Put about 30 cm layer of powdered charcoal and salt around the earth plate in alternate layers up to 06 feet . Providing and fitting of 25 mm dia GI pipe for putting water inside the pit to maintain moisture. The job also includes the construction ofchamber made of brick masonary with CI cover 45 cm x 45 cm. The job includes the cost of material, labour, transport charges , testing and any other miscellaneous charges.(Note: The distance between the two earth should not be less than 06 mtrs). Complete job as per scope of work in SBD. Earthing and other allied works
70Supply , installation and commissioning of level transmitter in sump and overhead tanks, Ultrasonic type having range ( 0-8m) with 24-48VDC connections including cabling, conduiting and digital water level indicators as per technical specifications complete
71Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. The Job also includes writing with black paint on the storage tank depicting capacity and other feature of the OHT
72Providing and fitting concealed internal Electrification of roomincluding 4 Nos LED lights,Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch,5 Amp 2 no. sockets with switch - of approved brandand 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters.
73Carriage of Sand and Stone agrregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 10 KM
74Carriage of soiling Stone by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 10 KM
75Carriage of Bricks from Brick Kiln (to be identified by engineer in charge) by Mechanical Transport to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 5 KM
76Carriage of Cement from Division Head Quarter by Mechanical Transport from source ( to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 15 KM
77Carriage of Steel from Division Head Quarter by Mechanical Transport from source ( to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 15 KM
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