Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Civil Works Others
Building Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date27 Jun 2024
Closing Date18 Jul 2024
Tender AmountRefer Documents
Costs
EMD
₹ 1,97,400Document Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Guljaarpur Banki Water Supply Scheme Under Jjm
Description
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Contact
Tender Id
2024_UKJS_72737_1Bid Award Id
ViewTender No
1900/Jal Jeevan Mission-Nivida/11 Dt. 24.06.2024Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://uktenders.gov.in
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Documents
BOQ Items
50 mm dia
3676
-
-
65 mm dia
1004
-
-
80 mm dia
1278
-
-
100 mm dia
557
-
-
125 mm dia
395
-
-
150 mm dia
34
-
-
C.I. D/F Sluice Valves Confirming to IS: 14846- 2000, Pressure PN 1.6
50 mm dia
1
-
-
65 mm dia
3
-
-
80 mm dia
3
-
-
125 mm dia
3
-
-
150 mm dia
1
-
-
Making connection with the existing M.S. Galvanized mains of up to 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.
50 mm-80 mm
6
-
-
100 mm-150 mm
3
-
-
Excavation in soil mixed with single boulders etc. requiring the use of specials T&P, if any, 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.
5523.84
-
-
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design
3
-
-
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 : Bituminous Road Cutting (Pucca Road Cutting) at crossings.
29
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
76
-
-
Cement Concrete Pavement, Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
76
-
-
Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. Ferrule Connection charges for existing and proposed FHTC, (Labour cost only)
310
-
-
Cost of Material for ferruling, Clamp etc. in proposed FHTC, (per connection).
235
-
-
Pumping Plants & Accessories for Existing Tubewell
-
-
-
Supply and fixing of 160 Amp TPN main switch 3 phase, 415 volt, 50 H havells make heavy duty double break main switch with HRC fuse making connection at this testing complete work etc at Guljarpur Banki scheme tubewell.
1
-
-
Pump House Repair
-
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
5.07
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
3.6
-
-
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below
13.41
-
-
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
55.93
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size
3.41
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
1.6
-
-
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).
0.48
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
5.07
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
33.83
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars
596.99
-
-
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
80.42
-
-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate.
36.57
-
-
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm 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 crosspiece.
12.95
-
-
Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. Door chowkhats.
2
-
-
Window chowkhats.
4
-
-
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
198.8
-
-
Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm)on existing cement paint surface
222.23
-
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.
25.89
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
8
-
-
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVCinsulated copper conductor single core cable for loop earthing as required.
50
-
-
Supplying and fixing of 20 mm sizes PVC conduit along with accessories in surface/recess including cuttting the wall and making good the same in case of recessed conduit as required.
50
-
-
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
1
-
-
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
15
-
-
Over Head Tank Repair (Radius 4.00 m, Tank height 5.40 m, Staging 18.00 m)
-
-
-
Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.
257
-
-
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.
640.86
-
-
Removing dry or oil bound distemper, water proofing cement paintand the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
257
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work
623
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
600
-
-
OHT cut- out dome, MS cover
1
-
-
Estimate for Repair of Compound Wall with Gate
Brick Masonary Work
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level. 115 mm brick work Cement mortar 1:4 (1 cement : 4 coarse sand)
3.45
-
-
Plaster Work
For Compund wall above GL
Plaster 15 mm (External/Internal plaster) (1:4)
Total
60
-
-
Compound Gate
-
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Compound wall Gate.
100
-
-
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
105
-
-
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
165
-
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture.
2.7
-
-
Brick Masonary, Plaster & Coping on wall top surface.
1
-
-
Site Cleaning and other required repair work.
1
-
-
Chlorinator
-
-
-
Supply and Installation of electronic Dozing Chlorinator minimum pressure 10 Kg/sqcm at site with fastning equipment and all fitment complete in all respect.
1
-
-
Fire Hydrant
-
-
-
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :.
1
-
-
P/F fire Hydrant valve confirming to IS: 5290 (flanged) in position including all material, labour T&P etc Complete.
80 mm dia
1
-
-
Estimate for Hiring of Godown
-
-
-
Hiring of Godown (renting a covered area nearer to construction site for placing necessary ongoing required items during construction period of the scheme)
12
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-
Evaluation Notes How It Works ?
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