UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 19,29,754.46
Costs
EMD
₹ 40,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Summary
Remaining Works Of Chak Pheri W/s Scheme
Description
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Contact
Tender Id
2024_UPJNG_967391_1Bid Award Id
ViewTender No
753/Nivida/11 dt 19.10.2024Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
90mm dia H.D.P.E. PE100 PN-6
600
183
109848
110mm dia H.D.P.E. PE100 PN-6
20
261
5233.2
140mm dia H.D.P.E. PE100 PN-6
20
414
8291.8
Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete.
481.34
146
70598.72
Supply and carting up to site of work of the following dia C.I./D.I. butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance.
-
-
-
Sluice Valve 80mm dia
4
13578
54312.28
Sluice Valve 100mm dia
2
15496
30992
Scour Valve 80mm dia
2
12643
25287.14
Supply of screwed down type 20mm dia air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer-in-charge.
1
5808
5808.03
Supply of underground sluice valve type fire hydrant consisting of 80mm dia sluice valve, 100mm dia tail pieces, 100mm dia duck foot bend and 80mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete (including supply of jointing materials etc complete.) as per instructions of Engineer-in-charge.
1
17832
17832.25
Construction of following type chambers as per department type design and drawing including supply Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document
-
-
-
Sluice Valve Chamber Masonary Type For Distribution Main
1
23941
23941
Sluice Valve/Scour ValveChamber Surface Box Type For Distribution Main
5
5651
28257.5
Fire Hydrant Chamber For Distribution Main
1
11258
11258.5
Air Valve Chamber For Distribution Main
1
4654
4654.7
Construction of Single Tap Pillar type stand post as per type design including supply of all materials, labour T&P etc complete for proper completion of work as per instruction of Engineer-in-charge.
2
4850
9701
Dismantling of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for proper completion of the work as per instruction of Engineer-in-charge.
-
-
-
B.O.E. Surface
100
28
2848
Bituminous Road
50
76
3811
C.C. Road
120
60
7316.4
Reinstatement of the following type of road surface with old and new mateials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instruction of Engineer-in-charge.
-
-
-
Laying of B.O.E. Surface (with old bricks) as per according to PWD specification of the respective roads and proper compaction.
20
111
2225
Laying of B.O.E. Surface (with new bricks upto 40% quantity) as per according to PWD specification of the respective roads and proper compaction.
80
452
36227.2
Laying of Bituminous road providing Grannlar Sub-base, WBm, Dense Bituminous macadam and Bituminous Concrete course in desired thickness along with primer, tack coat and seal coat (Thickness may be taken according to PWD specifications of the respective roads) and proper compaction
50
1646
82325
Laying of C.C. Road with concrete of 1:2:4 (1 Cement: 2 Coarse Sand: 20 mm Stone Aggregate) 10 cm thickness may be taken according to PWD specification of the respective roads with 7.5 cm thickness base concrete 1:4:8 (1 Cement: 4 Coarse Sand: 40 mm Brick ballst) and proper compaction
120
1154
138480
Provision of crossing of Nalas & culvert complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
-
-
-
Provision of crossing of Nalas & culvert (0.5m to 2.0m) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
1
3560
3560
Survey site Investigation Planning design Drawings as per State Road manual and vetting/ checked fromState Road Divisional Office and taking NOC for trenchless crossing of Road for of required dia distribution main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per by trenchless technology method including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer . MDR crossing (Upto Dia 350 mm).
9
29700
267300
Water works Campus beautification work including Supply and fixing of Metal/ RCC garden bench (2 nos. seating capacity of three person each), supply and planting trees like ashoka/ palm etc. shrubs and grass along approach road and inside campus including all t&p required for proper completion of work and as per site engineer instructions.
1
70000
70000
Supply of all material like HDPE/GI pipe (Use of combination of both pipes as per drawing provided by Engineer-in-charge)15 mm. dia, specials & fittings such as brass ferrule, clamp, service saddle, bib cock etc. complete as per relevant I.S. specifications for making house connection including excavation, cutting of HDPE/GI pipe etc. complete in all respect.
80
2225
178000
Repairing of leakge including excavation at leakge point.bailing out of water jointing & repair of pipe line including supply of all materials as D joints.couplers.pipe.labour. T&P etc. required completion of work as per direction of engineer incharge
-
-
-
90mm dia HDPE Pipe
25
1561
39025
110mm dia HDPE Pipe
15
1613
24198.75
140mm dia HDPE Pipe
10
2758
27585
Cleaning & polyurethane coating of RCC overhead tank of capacity 175kL/16m stagging. All internal & external sides of water tank shall be properly cleaned, internal sides of bottom dome, bottom ring beam haunch surface, cone wall, cylindrical wall and bottom of top dome etc. shall be cleaned with pressure jet. Cleaning operation shall involve: -
1. Providing and applying food grade polyurethane coating treatment to the RCC overhead tank internal surfaces like bottom dome, bottom ring beam haunch, cone wall, cylindrical wall, top dome etc.
2. The material shall meet the requirements as per latest IS Code i.e. by reducing permeability of concrete by more than 90%. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge.
3. All the above operations should be executed by trained workers and technicians, properly dressed along with gum boots, to work as per the direction of Engineer in charge. All safety Gadgets like Safety Belts, Special Safety Ladder, Helmets, Heavy Duty Gum Boots, Electric Safety Gloves and Special Working Gloves, Safety Goggles, Masks, Aprons, etc. for complete security and safe operations be used by operators. Storage and Cleaning equipment like Scrubbers/Wipers, Storage drums, Sludge Collectors and Cisterns, etc. must be integral part of system., water gauge, lightning conductor, cage at second flight and all remaing works as per site engineer instruction.
1
350000
350000
Staff Quarter, Pumps House and Boundrary Wall (As per type design & as per instruction of Engineer-in- charge) (S.No. 18.01 to 18.17)
-
-
-
Excavation in foundation in ordinary soil (loam,clay and sand) including lift upto 1.5 m & lead upto 50 m refilling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the centre of foundation trenches.
10
116
1160.2
Concrete with 4cm guage brick ballast, local sand & cement in proportion of 12:6:1 in foundation, including supply of all materials, labour, T & P etc. required for proper completion of the work.
5
3063
15318.6
Ist class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour, T & P etc. required for proper completion of the work.
5
4512
22560.15
Ist class brick work in 1:6 cement & local sand mortar in super structure including supply of all materials, labour, T & P etc. required for proper completion of the work.
5
4741
23705.2
Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc.
1
6418
6418.08
25mm thick 1:2:4 P.C.C. floor with cement and coarse sand & 2 cm gauge approved stone ballast laid in pannels finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting of cement and local sand and 1 st class brick ballast 4 cm gauge in proportion of 1:6:12 and removing any overlapping of mortar in the joints of the pannels if any, given them uniform finish including supply of all materials, labour, T & P etc. required for proper completion of the work.
10
491
4911
25mm thick 1:2:4 P.C.C. floor with cement and coarse sand & 2 cm gauge approved stone ballast laid in pannels finished with 3 mm floating coat of neat cement without base concrete and removing any overlapping of mortar in the joints of the pannels if any, given them uniform finish including supply of all materials, labour, T & P etc. required for proper completion of the work.
10
360
3607.2
Supply & fix 3 mm thick glass strip of 25 mm width in joints at the time of laying floor flush with floor level including all labour, T&P etc. required for proper completion of the work.
30
20
600
Reinforced cement concrete 1:2:4 in cement, coarse sand and 20 mm gauge stone ballast in roof slab, beams and column excluding supply of reinforcement & its bending but including its fixing and binding and including necessary centering, shuttering, curing and supply of all materials, labour, T&P etc. required for proper completion of the work.
4
8947
35790.72
Painting or varnishing of new iron or wood work with one coat of priming and two coats of approved paint & varnish including supply of all materials, labour, T & P etc. required for proper completion of the work.
49
144
7058.94
12mm thick plaster with cement & local sand mortar in 1:6 over brick work minimum thickness not to be less than 10 mm including supply of all materials, labour, T & P etc. required for proper completion of the work.
120
119
14329.2
Finishing walls with water proof cement paint (Apex paint) on new work with two coats to give an even shade over one coat wall putty including supply of all material, labour T & P etc. required for proper completion of work.
500
100
50000
Supply of all materials, labour, T&P etc. required for the construction of 250mm dia. semi circular drain with 1:2:4 cement, coar sand & 12 to 20 mm stone grite over base concrete in proportion of 1:4:8 cement, local and 40mm gauge brick ballast to proper completion of the work.
15
216
3242.7
Delivery of by pass chamber, excavation and laying of P.V.C. Pipe 160mm dia, including supply of all materials, labour, T&P etc. complete.
6
578
3471
Earth Filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site, including royalty, tax cost of earth material with leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc. required for proper completion of works as per instructions of engineer-in-charge.
80
456
36480
Construction of B.O.E. apporach road including preparation of subgrade and all materials labour T&P etc. complete. as per instructions of engineer-in-charge.
120
483
57960
Supply and fixing of rain water 110mm PVC pipe with bend and clamp etc. all complete.
22
192
4224
Note
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Maintenance & Defect - The contractor shall be responsible for handing over of the scheme/work. The trail and run period shall be four months i.e. From the date of completion of works and shall be at the sole responsibility of the contractor. The defect liability period shall be 12 months after the trail and run period of 4 months has elapsed. The contractor shall be responsible to hand over the works to gram panchayat with in this period in case of failure to do so the security money shall be stand forfeited.
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Testing of Materials and concrete cubes will be got done by recognized institution. For different stages like foundation, staging, bottom dome and vertical wall. Testing charges in this regards will be borne by contractor.
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Drawing showing details of distribution system rising main will be provided by the concering site engineer.
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All taxes are included in above rates except GST.
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Contractor should quote his rate by mentioning the above or below of rate in percentage against the department rates. The above or below of rate in percentage shall be same for each items.
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