Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Eprocure
Opening Date17 Jun 2021
Closing Date30 Jun 2021
Tender AmountRefer Documents
Costs
EMD
₹ 76,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UKJS_33543_3Bid Award Id
ViewTender No
242/E-Nivida/2021-22 dated 14.06.2021Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
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Documents
BOQ Items
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
1) Water bound macadam road/Water Mix Macadam
67
-
-
2) bituminous road
1474
-
-
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
5
-
-
Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches.
1525
-
-
Providing,Laying, jointing, testing and commissioning of HDPE Pipes of normal Pressure (PN) in 8.0 Kg/Cm2 specified grade as per IS:4984-1995 and specifications,including HDPE specials (10KSC) such as tees, bends,reducers, enlargers, stub ends conforming to IS:4984-1995 specifications. Including hydraulic test at factory as per IS 4985 or any latest IS code of practice or 1.5 times the rated pressure which ever is higher as per specification and as directed by the Engineer-incharge. 90 mm diameter (OD)
2200
-
-
Providing sand bedding for HDPE pipes with graded sand of 90-100% passing through 4.75mm seive in each layer of thickness not more than 15cm including watering, ramming, consolidation, dressing etc complete for HDPE pipes of 90 mm diameter OD as per specifications, drawing and as directed by Engineer- incharge.
110
-
-
Laying, Jointimg , testing and Carting of M.S.E.R.W. of 4.8mm thickness from site store to site of work. Lowering the same units in already prepared trenches upto a Level of approximate 75 cm above the trench bed with the help of cross-angle arrangement. Keeping them true to alignment and gradient as per site conditions, making and cutting of edges of the pipe and M.S. bends, on order to make proper length of pipes as per alignment and gradient with the help of gas flame, leveling the edges of pipe ends. With the help of gas flame and fine tacking of the bends and pipe ends in proper alignment and gradient. Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) completion of work with testing of pipe line etc.
150 mm diameter
200
-
-
Providing and fixing D.I. sluice valves PN1.6 (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
1) 80 mm dia
2
-
-
2) 150 mm dia
1
-
-
Providing and fixing C.I./D.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
80 mm dia
1
-
-
Providing and fixing C.I. Scour valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
1) 80 mm dia
1
-
-
Providing and fixing Fire Hydrant (with cap) complete with bolts, nuts, rubber insertions etc. as per IS 5290 (the tail pieces if required will be paid separately) :
80 mm dia (Class II)
1
-
-
Construction of RCC valve chamber for fixing different type of valves including earthwork excavation, plain cement concrete 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 20mm nominal size) as levelling course, Reinforced Cement Concrete of 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab with 600x600 mm DI manhole cover with frame, including cost of structural work, proper curing of concrete work and providing cover slab, SFRC steps with all material cost, labour cost, including all taxes and duties, with all lead and lift charges etc. complete as per standard specifications and drawings and also as directed by Engineer. Valve Chambers for Sluive valve, scour valve, air valve & Fire hydrant.
2
-
-
Providing and making house service connections from water supply distribution HDPE pipe line upto water meter chamber inside the property using HDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
20 mm Connection
200
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
For Cement Concrete Pavment:
9.43
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment:
9.43
-
-
Inter-connection of the following existing pipeline with new pipeline 1) MSERW 150 mm to MSERW 150 mm
2
-
-
2) MSERW 150 mm to HDPE 90 mm
2
-
-
Boundary wall
For the length of 10 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. Comlete.
(20*0.9*0.9)
16.24
-
-
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.
(20*0.9*0.1)
1.84
-
-
Ist class brick work in 1:6 cement and local sand morter in foundation and plinth complete.
((0.46*0.15+0.345*0.15+0.23*0.30)*20)
3.8
-
-
Ist class brick work in 1:6 cement and local sand morter in super structure complete.
(16*0.23*0.23*1.80)
1.52
-
-
Half brick thick wall 1:4 half brick masonary with common burnt clay F.P.S (Non Modulor) brick of class designation 7.5 m Super Structure above plinth lavel up to Floor V level in 1:4 cement motor.
(20*1.80)
36
-
-
15 mm thick plaster on the rough side of single or half brick wall of mix 1:6( 1 Cement : 6 coarse sand)
(2*20*2.00)
80
-
-
Steel work welded in built up section/framed work including cuttin in position and applying a priming coat of approved steel primer us required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
110
-
-
Distempering with Dry Distemper (Three Coats on wall) including supply of all materials, labour T&P etc, required for proper completion of the work.
80
-
-
UNIT ESTIMATE FOR 3.60 M WIDE IRON GATE WITH PILLARS
-
-
-
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*1.0*1.0*1.2)
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.
(2*1.0*1.0*0.10)
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.
(2*0.92*0.92*0.45 + 2*0.69*0.69*0.45)
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) (2*0.46*0.46*2.00)
0.85
-
-
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.
(2*1.84*3.00)
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.
(2*1.84*3.00)
11.04
-
-
Steel work welded in built up section/framed work including cuttin in position and applying a priming coat of approved steel primer us required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. for Joist of RS 250 mm x 125 mm & 9 mm thick size & 3.60 m long in position
300
-
-
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