Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 91,60,108.63
Costs
EMD
₹ 1,90,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UKJS_76089_1Bid Award Id
ViewTender No
725/E-Tender/2024-25 dated 20-09-2024Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
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Documents
BOQ Items
(B) Pump House Excavation of earth in foundation soil mixed with single boulder etc. including lift up to 1.5m and lead up to 50m filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and diposal of surplus earth upto a distance of 60 m from the centre of the foundation trenches including labour T&P etc complete.
19.3
-
-
Concrete with 40 mm gauge stone ballast, local sand & cement in proportion of 8:4:1 in foundation & floor including supply of all materials, labour, T& P etc. Required for proper completion of the work.
2.08
-
-
Filling available excavated earth ( excluding rock) in trenches, plin sides of foundations etc in layers not exceeding 20 cm in the consolidating each deposited layer by ramming and watering, upto 50m and lift upto 1.50 m
6.8
-
-
Supplying and filling in plinth with Jamuna sand under floors including watering, ramming consolidating and dressing complete
2.27
-
-
Ist class brick work in 1:6 cement & local sand mortar in foundation & plinth including supply of all materials, labour, T&P etc, required for proper completion of the work.
4.11
-
-
Same as item no.4 but in super structure including necessary cutting and moulding of bricks as required & also including honey comb brick work (thickness of wall not less than 1/2 brick).
9.32
-
-
12 mm thick plaster with cement mortar in proportion of 1:6 cement and local sand over brick work, minimum thickness not to be less than 10 mm including supply of all materials, labour T&P etc. requited for proper completion of work.
113.02
-
-
RCC 1:1½:3 with cement, coarse sand and 20mm gauge stone ballast in lintel beams, sunshades door and sindow sills, bed plates excluding supply of reinforcement and its bending but including its fixing and binding the same with 5mm thick binding wire and including supply of all material labour, T&P for proper completion of work.
7.67
-
-
Same as item 6 but for Slab Beam & Slab.
5.24
-
-
Mild steel or iron work in plain work such as RCC work brought to required shape including supply of steel & its bending.
1013
-
-
Centring and shuttering including strutting, ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
34.2
-
-
Centring and shuttering including strutting, ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
26.86
-
-
Centring and shuttering including strutting, ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
34.27
-
-
Mild steel or iron work in Z-section & size as door frames, windows, grill grating etc wrought to required shape including supply of steel section, hings, nuts & their fixing required for proper completion of work.
60
-
-
40 mm thick PCC 1:2:4 with cement coarse sand and 20 mm gauge stone blast in flooring on alround apron laid in panels finnished with 3 mm solution coat of neat cement & including 80mm thick base concrete consisting of 1:4:8 cement, local sand & 40 mm stone ballast (apron).
9.47
-
-
Providing and fixing 35 mm thick factory made ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of Ist class hard wood & well matched teak 3 ply veneering with vertical grains or cross bands & face veneer on both faces of shutters. Including ISI marked stainless steel butt hinges with necessary screws etc. including Sliding Bolts, Tower Bolts, Handles and other fittings etc. complete.
2.1
-
-
Providing & Fixing of Heavy Sheet Float Glass panes instead of ordinary float glass panes weighing 5.5 mm thick in window shutters (Area of opening for glass panes).
1.08
-
-
Painting Wood & Iron Work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/ 10 sqm of approved brand or manufacture, including supply of all material, labour T&P etc required for proper completion of work.
6.36
-
-
Distempering with Oil Bond Washeble Distemper (Three Coats on Inside Wall & Ceiling) over & Including Priming Coat with Cement Primer including supply of all materials, labour T&P etc, required for proper completion of the work.
28.44
-
-
Finishing Exterior Walls with Water Proofing Cement Paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm. over one coat of white washing including supply of all material, labour, T&P etc required for proper completion of work.
41.31
-
-
Supply and fixing of Joist of RS 250 mm x 125 mm & 9 mm thick size & 3.60 m long in position.
225
-
-
Stone Tiles (polished) for wall lining over12 mm thick bed of cement mortar 1:3 and cement slurry @ 3.3 kg/sqm inc pointing in white cement complete Granite of any colour and shade i
13.57
-
-
Providing & Fixing of Ist quality ceramic glazed wall tiles, conforming to IS : 15622 of approved make in white / Ivory colours of any size, over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. In all inner side of wall upto door level of pump house.
28.98
-
-
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) :For 25 mm thick slab.
18.36
-
-
Providing & Laying Pressed Clay Tiles (as per approved pattern 20 mm nominal thickness and of approved size) on Slopy Roof Slab over Verandah jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.
9.79
-
-
Electrification Work of Pump House and Tube Well Campus.
1
-
-
(C) Approch Road
For the Length of 10.00 m & 3.00 m Wide:
Excavation of earth mixed with Shingle, Boulders etc. including Lift upto 1.50 m and Lead upto 30.00 m, including all Labour, Material, T&P etc. Comlete.
4.8
-
-
22.5 cm thick Stone Solling including complete.
30
-
-
100 mm Thick P.C.C 1:4:8 over Stone Solling.
3
-
-
100 mm Thick P.C.C 1:2:4 Over Already Laid P.C.C 1:4:8.
3
-
-
(D) Entrance Gate
Excavation in foundation in ordinary soil (Loam, Clay or Sand) including filling, watering & ramming of excavated earth into the trenches or into the space between the Building and the sides of foundation trenches or into the plinth & disposal of surplus earth up to a distance of 50.00 m. from the center of foundation trenches.
2.4
-
-
Concrete with 40 mm gauge stone ballast, local sand & cement in proportion of 8:4:1 in foundation & floor including supply of all materials, labour , T& P etc. Required for proper completion of the work.
0.2
-
-
Ist class brick work in 1:6 cement & local sand mortar in foundation & plinth including supply of all materials, labour, T&P etc, required for proper completion of the work.
1.19
-
-
Same as item no.3 but in super structure including necessary cutting and moulding of bricks as required & also including honey comb brick work (thickness of wall not less than 1/2 brick)
0.85
-
-
15 mm thick plaster with cement mortar in proportion of 1:6 cement and local sand over brick work, minimum thickness not to be less than 10 mm including supply of all materials, labour T&P etc. requited for proper completion of work.
11.04
-
-
Distempering with Dry Distemper (Three Coats on wall) including supply of all materials, labour T&P etc, required for proper completion of the work.
11.04
-
-
Steel work welded in built up sections/ framed work including cutting hoisting ,fixing in positions and applying a priming coat of approved steel primer using structural steel etc as required all complete in gratings, ,frames , guard bar , ladder,railings, brackets, gates and similar
MS Gate 3.60 m Long and 1.80 m Height works.
200
-
-
(E) Boundary wall
For the length of 96.4 m & Height 1.80 m:
Excavation of earth mixed with Shingle, Boulders etc. including Lift upto 1.50 m and Lead upto 30.00 m, including all Labour, Material, T&P etc. Complete.
78.08
-
-
Concrete with 40 mm gauge stone ballast, local sand & cement in proportion of 8:4:1 in foundation & floor including supply of all materials, labour , T& P etc. Required for proper completion of the work.
8.67
-
-
Ist class brick work in 1:6 cement and local sand morter in foundation and plinth complete.
18.29
-
-
Ist class brick work in 1:6 cement and local sand morter in super structure complete.
7.34
-
-
Same as item No.4 but in super structure for half brick thick wall 1:4
141.52
-
-
50 mm Thick Top Coping With P.C.C 1:2:4.
0.55
-
-
15 mm thick plaster in 1:6 cement and local sand mortar including recking of joints up to 1.27 cm. depth complete.
385.6
-
-
Steel work welded in built up sections/ framed work including cutting hoisting ,fixing in positions and applying a priming coat of approved steel primer using structural steel etc as required all complete in gratings ,frames , guard bar , ladder,railings, brackets, gates and similar works.
771.2
-
-
Distempering with Dry Distemper (Three Coats on wall) including supply of all materials, labour T&P etc, required for proper completion of the work.
385.6
-
-
(F) Pipe line work
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design )
33
-
-
Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches
For MSERW(Rising) 150 mm dia
27
-
-
For MSERW(Supply Main) 250 mm dia
256.2
-
-
For HDPE(Sub Main) 125 mm dia
432
-
-
Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, confirming to IS: 1978 - 1982, jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete
250 mm dia (5.6mm thick) Supply Main
427
-
-
150 mm dia (5.6mm thick) Rising Main
45
-
-
Lowering into trenches with true to alignment, laying and jointing of full lengths of HDPE pipes of specified grade as per IS:4984:1995 and specifications with testing of pipeline including supply of jointing materials.(PE-100 Grade; PN- 10 (10.0 Kg/Cm2))
125 mm dia
800
-
-
Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
24.75
-
-
Shifting of 15 mm dia Private Connection
61
-
-
Supply of all materials, labour, T&P and construct Sluice valve chamber as per type design(1.2m*1.2m*1m)
2
-
-
Providing & Fixing DI D/F sluice valve confirming to IS:14846-2000 in position including all material , labour, T&P etc.
80 mm
3
-
-
250 mm
2
-
-
Interconnection of Pipes including material ,labour, T&P etc all
250 mm dia MSREW to 125 mm dia HDPE
2
-
-
125 mm dia HDPE to 80 mm dia G.I
1
-
-
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