UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date10 Aug 2020
Closing Date17 Aug 2020
Tender Amount₹ 47,07,967
Costs
EMD
₹ 1,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
House Connection In Nagaliya Aqil Village Of District Rampur
Description
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Contact
Tender Id
2020_UPJNM_500160_1Bid Award Id
ViewTender No
741/VIVID-4/11Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
90 mm dia P.V.C. Pipe 6kg/cm2
115
-
152.78
110 mm dia P.V.C. Pipe 6kg/cm2
95
-
211.39
140 mm dia P.V.C. Pipe 6kg/cm2
50
-
329.66
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.
1100
-
211.15
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 50 mm dia
2
-
5750
Sluice Valve 80 mm dia
1
-
7250
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
-
27200
Sluice Valve Chamber surface box type
2
-
1785
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
4
-
4850.5
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
146.55
-
73.6
Tiles Road
7.4
-
131.3
Bituminous Road
65
-
169.88
C.C. Road
216.15
-
148.41
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 new bricks upto 40% quantity) as per according to PWD specification of the respective roads and proper compaction.
146.55
-
276.54
Laying of interlocking tiles road (with new bricks upto 40% quantity) type and grade similar to existing over 75 mm thick 1:6:12 P.C.C (cement:Coarse sand: stone grit 20-40 mm) and disposal all debris and surplus earth etc complete.
7.4
-
752.3
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
65
-
2039.8
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 12.5 cm thickness base concrete 1:4:8 (1 Cement: 4 Coarse Sand: 40 mm Brick ballst) and proper compaction
216.15
-
1377.95
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.
2
-
1350
Making house connection on 63 mm to 110 mm P.V.C pipe line including supply of material such 20 mm (OD) HDPE pipe PE 80 PN 12.5 as per IS 4984:1995 ,G.I pipe class B, 20 mm G.I elbow Class B, P.V.C saddle piece, brass ferrule,20 mm PP adaptor,20 mm G.I union etc and carting and bib cock of pipe and its specials , lowering them into trenches , fixing them in proper alignment and jointing including bailing out of water ,necessary excavation in all type of soil for connection including all labourT & P etc complete required
-
-
-
In C.C Roads
185
-
5143.22
In Tiles Roads
45
-
3987.96
In B.O.E
275
-
3059.74
In bitumunous Road
21
-
6257.98
In Kaccha Road
206
-
2450.5
Providing additional bib cock near the kitchen/bath/ wash area from the above provided connection using G.I pipe class B, 20 mm G.I elbow Class B , G.I union ,G.I Tee and bib cock etc upto 5 m length and carting of pipe and its specials , fixing them in proper alignment and jointing including all labourT & P etc complete required
600
-
810
Cutting of existing pipe, bailing out of water and making necessary arrangement for interconnection including supply of all labour T&P etc all complete.
-
-
-
63 mm dia
5
-
2250
75 mm dia
2
-
2350
90 mm dia
1
-
2550
Leakage Repairing of existing pipe line of following dia including bailing out of water cutting and jointing of P.V.C. Pipes using P.V.C. Detaichable joint and pipe gap piece as requirment excluding cost of trenches but including supply of labour T&P etc complete required for proper completion of work.
-
-
-
63 mm dia
15
-
1395
75 mm dia
4
-
1575
90 mm dia
2
-
1755
110 mm dia
1
-
2115
Cleannig and desilting of OHT as per requirement for proper working of OHT and as per direction of engineer in charge including ball labour T&P etc complete
700
-
75
painting of OHT with exterior paint and as per direction of engineer in charge including all material & labour T&P etc complete
1
-
150000
Scrapping and dismantling of old plaster of pump house and boundry wall and disposal of debris to a distance of atleast 50 m from site
150
-
75.9
dismantling of old brick work of pump house and boundry wall and staking of useful brick and disposal of debris to a distance of atleast 50 m from site
5
-
531.3
dismantling of old RB or RC or RCC floor of pump house staking of useful brick and disposal of debris to a distance of atleast 50 m from site
5
-
75.9
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
-
4682.88
Ist class half brick work in 1:4 cement & local sand mortar in super structure including supply of all materials, labour, T & P etc. required for proper completion of the work.
5
-
4800.9
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.
5
-
519.29
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.
5
-
377.47
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
-
18
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.
5
-
9254.31
Reinforced cement concrete 1:2:4 in cement, coarse sand and 20 mm gauge stone ballast in roof lentels and sunshade 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.
5
-
8429.66
Cement concrete in door sill, chaukhat and similar small work with cement, coarse sand & 20 mm gauge brick ballast in proportion of 1:2:4 including supply of all materials, labour, T&P etc. required for proper completion of the work.
2
-
8352.14
12mm thick plaster with cement & local sand mortar in 1:4 over ceiling 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.
150
-
141.33
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.
20
-
152.92
Finishing walls with water proof cement paint with one coat wall putty (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.
150
-
143
Supply of all materials labour and construction of Ground Water Recharge as per department design & drawing required for proper completion of work, asper instructions of Engineer-in-charge.
1
-
140280
Supply and fixing of rain water 110mm PVC pipe with bend and clamp etc. all complete.
15
-
209.53
All taxes are included in above rates except GST.
-
-
-
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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