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Tender For Construction Of 01 Nos. 20000 Gallons Rcc Oht Tank With Column Structures Under Water Supply Scheme Bindre Da Bagh, akhnoor-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Construction Of 01 Nos. 20000 Gallons Rcc Oht Tank With Column Structures Under Water Supply Scheme Bindre Da Bagh. Submission Date for this Tender is 28-02-2024. Over Head Tank Tenders in akhnoor Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

42292119
Corrigendum : Tender For Construction Of 01 Nos. 20000 Gallons Rcc Oht Tank With Column Structures Under Water Supply Scheme Bindre Da Bagh
Open Tender
Indian
Jammu And Kashmir
akhnoor
28-02-2024

Tender Details

Tender For Construction Of 01 Nos. 20000 Gallons Rcc Oht Tank With Column Structures Under water supply scheme Bindre Da Bagh

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Feb-2024 C1 Date 28-02-2024

Key Value

Document Fees
INR 1000 /-
EMD
INR 81380.0 /-
Tender Value
INR 40.69 Lakhs /-

BOQ Items

Name of Work: Construction Of 20000 Gallons Over Head Tank WSS Bindre da Bagh under Capex (Earstwhile JKIDFC)
Sl. No. Item Description
1Earth 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.
2Earth 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.
3Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material in all kinds of soil.
4Providing 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)
5Dry stone pitching (any thickness) excluding cost of stoneson horizontal
6Providing 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)
7Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying 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, improve workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth level Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
8Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying 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, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
9Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC.Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
10Reinforcement 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)
11Providing and laying in position weigh batched mix M-25 grade 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, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level
12Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc for mass concrete .
13Extra for shuttering in circular works
14Centering and shuttering including strutting, propping etc and removal of form work for Columns, pillars,piers,abbutmentsts and struts.
15Centering and shuttering including strutting, propping etc and removal of form work for Lintels Beams, plinth beams, girders , bresssumers and cantilevers.
16Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span.
17Centering and shuttering including strutting, propping etc and removal of form work for Walls (any thickness) including pilasters, butresses,plinth and string courses etc.
18Extra for shuttering in circular works
19Centering and shuttering including strutting, propping etc and removal of form for Suspended floors, roofs, landings, balconies and access platforms.
20Extra for shuttering in circular works
21Centering and shuttering including strutting, propping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide
22Extra for Reinforced cement concrete work in super structure above floor V level for each four floor or part thereof
23Extra 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) Beam 3
24Beam 4
25Beam 5
26Beam 6
27Stair Slope Lift 1
28Lift 3
29Lift 5
30Lift 6
31Lift 7
32Lift 9
33Lift 10
34Lift 12
35Stair Landing Lift 1
36Lift 3
37Lift 5
38Lift 6
39Lift 7
40Lift 9
41Lift 10
42Lift 12
43Top Landing
44Brick 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)
45Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level up to floor v level
4612 mm cement plasterfix with a floating coat ofneat cement of mix 1:3 ( 1 cement : 3 coarse sand)
4712mmthick Cement plasterorrough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand)
48Extra for plastering on circular works
49Steel 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
50Steel 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.
51Providing 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.
52Providing and fixing G.I. pipes complete32 mm dia. nominal bore including welding for railing works
53Providing 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)
54Providing 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
55Supply of stones
56Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work
57Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
58Filling 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.
59Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
60Providing and fixing S.C.I. S & S 100 mm dia bend
61Providing 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
62Supply , 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
63Providing & 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
64Providing 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.
65Carriage of Sand and stone aggregate up to 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 25KM.
66Carriage of soling stoneby 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 15KM
67Carriage 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 15KM.
68Carriage ofCementfrom 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 16KM
69Carriage ofsteelfrom 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 30KM
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