Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Eprocure
Opening Date2 Aug 2022
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 6,16,000Document Cost
₹ 7,080Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UKJS_47518_3Bid Award Id
ViewTender No
1855/Jal Jeevan Mission/Nivida/24 dated 19.07.202Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Erection and Leveling of rig machine at site of work
1
-
-
Drilling of 550 mm dia bore by heavy duty direct rotary Rig machinein alluvial, boulders, pebbles, rocky stone, sticky clay etc from ground level upto entire depth for 300 mm dia linear assembly.
200
-
-
Procurement of Tube well assembly as Below.
Blind and threaded.
170
-
-
Slotted & threaded.
30
-
-
300 mm dia Bail Plug.
1
-
-
300 mm dia MS well cap.
1
-
-
300 mm dia MS clamp with nuts & bolts.
1
-
-
Supply of pea gravel of Size 1.6 mm to 4.8 mm.
107
-
-
Surrounding of pea Gravels in between bore & Tube well assembly upto entire depth of Tube well ordered by the department.
200
-
-
Preparing & lowering of Tube well assembly starting from G.L to the required depth including cutting, as required at the site.
Fixing of 300 mm dia. Bail plug with nut & bolt.
1
-
-
Lowering of 300 mm dia. MS ERW 7.90 mm Thick Housing Pipe (Plain & Slotted Pipe) as required.
200
-
-
Fixing of 300 mm dia. 8 mm thick tube well cap.
1
-
-
Fixing of 300 mm dia. MSDI Housing clamp.
1
-
-
Dismantling of Rig Machine & Other Equipments, and Clearance of Site After satisfactory completion of work.
1
-
-
Development of Tube well by 350 PSI /1400 CFM air compressor unit to the satisfaction of Engineer in charge to give sand free discharge & proper packing of pea Gravels atleast for 70 hours.
70
-
-
Development of Tube well by the suitable submersible OP unit complete with lowering & lifting of pumping plant having 800 lpm discharge approximate including running of OP unit and weld testing of Tube well by V Notch atleast for 60 hours to the satisfactory of work.
60
-
-
Geological Survey of Site.
1
-
-
Chemical & Bacteriological testing of water sample.
1
-
-
Raising Main Pipe Line
-
-
-
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.MS ERW Pipe 100 mm dia 5.2 mm thick.
8.1
-
-
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes 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 MS ERW Pipe 100 mm dia 5.2 mm thick.
30
-
-
Making connection with the existing M.S. Galvanised mains of upto 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. 100mm to -150 mm
2
-
-
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber
C.I. D/F Sluice Valves Confirming to IS: 14846-2000, PN 16
100 mm dia
2
-
-
Provinding& Fixing DI D/F Non Return Valve confirming to IS: 14846-2000 in position including all material labour T&P etc. complete. PN 16
100 mm dia
1
-
-
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
2
-
-
Nut bolts, rubber packing etc.
1
-
-
Pumping Plants & Accessories for Tubewell
-
-
-
Supply and fixing of 400 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 Puranpur scheme tubewell.
1
-
-
Supply and fixing of 35 KVAR heavy duty power capacitor L & T make 440 volt 50 H box type.
1
-
-
Quotation For PVC insulated and PVC Sheathed Round Sheathed 4 Core Bright Annealed Bare Copper Conductor Voltage Grade 1100 V AS Per IS 494/2010. Four Core Copper Cable for installation (70 Sq. mm armoured copper cable).
30
-
-
100mm dia, 7.1 mm thick MS ERW Column Pipe.
185
-
-
Supply of Heavy Duty suitable 16 mm thick MS Flanged, Cutting of edges/Thread of column pipe for Fixing of heavy Duty suitable flange for two end on column Pipe, fixing of 04 nos. triangle corner each side on column pipe for supporting of flange, cutting of Grooves in flanges for submersible cable (02 nos. on each side), Drilling of 08 hole on each side of flange for jointing of column pipe including supply of all labour T&P required for the proper completion of work.
100 mm
62
-
-
100 mm dia MS well cap.
1
-
-
Lowering of Flanged MS Column Pipe of the following size with submersible pump set at Tube well having pupm house includung supply of all labour T&P required for the proper completion of work. 100 mm
185
-
-
Supply and Fixing of MS Nut Bolts of required size including supply of all labour T&P required for the propercompletion of work.
50
-
-
Supply and Fixing of Rubber Packing for the flanged MS column pipe of the following size including supply of all labour T&P required for the proper completion of work.
100 mm (300gm)
62
-
-
Jointing of Submersible cable of the following size including supply of all material, labour, T&P,required for the proper completion of work.
35 Sqmm.
1
-
-
Supply and Fixing of MS Iron Cage for the protection of motor pump set including supply of all material, labour T&P required for the proper completion of work.
30
-
-
Making MS Tail Piece of following size suitable for Non Return valve (NRV) including supply of all material, labour T&P required for the proper completion of work.
100 mm
..
1
-
-
Supply of 3 Core flat submersible cable KSB make conti cable 35 mmsq. suitable for Submersible.
400
-
-
Pressure gauge (Pressure Transmitter)
1
-
-
Earthing Material (Copper Earth Strip, Copper Earth Plate etc. Including Digging of Pit & Complete Earthing Work in All Respect).
1
-
-
Work of Pump House
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated oil and disposal of surplus excavated soil as
All kinds of soil.
8.63
-
-
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
0.61
-
-
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)
2.68
-
-
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
2.01
-
-
Centring and shuttering at all levels including strutting, propping etc. and removal of form for:
12.42
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
157.79
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. For Plinth Beam, lintel beam and slab beam,
4.27
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
For- Tie beam, Column, Lintel,Chajja, Roof Slab
7.54
-
-
Centring and shuttering at all levels including strutting, propping etc. and removal of form for:
Suspended floors, roofs, landings, balconies, Roof slab, For roof slab sides.
88.91
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
591.89
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
11.98
-
-
Plaster Work In Superstructure
20 mm Cement plaster on External walls :
1:6 (1 cement : 6 coarse sand)
77.72
-
-
12 mm Cement plaster on Internal walls.
1:6 (1 cement : 6 fine sand)
65.64
-
-
12 mm Cement plaster on Ceiling.
1:4 (1 cement : 4 fine/ coarse sand)
17.4
-
-
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the
19.71
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of wall tile.
5.76
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment
1.44
-
-
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners.
2
-
-
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-
Fixing with adjustable lugs with splt end tail to each jamb
10.8
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or
35 mm thick including ISI marked Stainless
5.04
-
-
25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations
Toilet
1.35
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D ,F4B, K11 B and K12 B etc. complete ofstandard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm
W @ 30kg/ sqm, 4.32*30 kg
129.6
-
-
White washing with lime to give an even
shade: New work (three or more coats)
160.76
-
-
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade
83.04
-
-
Finishing walls with water proofing cement paint of required shade for external surfaces:New work (Two or more coats)
77.72
-
-
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 @
For Frame of door, Window
2.1
-
-
Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12
31.76
-
-
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
In 75x75mm deep chase
20.46
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per
With common burnt clay F.P.S.
(non modular)
1
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
68.5
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes.
110 mm diameter
4
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain wate pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10
Bend 87.5°
110 mm bend
2
-
-
Shoe (Plain)
110 mm Shoe
1
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
W.C. pan with ISI marked white solid plastic seat and lid
1
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass
1
-
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete
1
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
15 mm nominal outer dia Pipes
8
-
-
20 mm nominal outer dia Pipes
10
-
-
32 mm nominal outer dia Pipes
15
-
-
Providing and fixing brass bib cock of approved quality :
15 mm nominal bore
2
-
-
20 mm nominal bore
1
-
-
Providing and fixing brass stop cock of
20 mm nominal bore
3
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with
25 mm nominal bore
1
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet
500
-
-
Internal and External Electrification Of Pump House
-
-
-
Wiring for light point/fan point, exhaust fan point, call bell point with15.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc, as reuired.
12
-
-
Wiring for circutit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
2x2.5 sq. mm +1x2.5sq.mm earth wire
10
-
-
2x4 sq. mm +1x4sq.mm earth wire
8
-
-
Wiring for light /Power plug point with 2x4.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit, along with 1 No. 4sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as reuired.
10
-
-
15/16 Amp Switch
2
-
-
6 Pin 15/16 Amp socket
8
-
-
S/F 3 pin, 5 amp celling rose on the exting junction box/wooden block including connection etc, as required.
5
-
-
S/F brass batten, angle holder including connctionetc, as requird.
4
-
-
supplying and fixing following way, single pole and neutral, sheet steel, MCB distribuiton board, 240V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bas, din bar, interconnections, power painted indulding earthing etc. as required (But without MCB/RCCB/Isolator)
6 way Double door
1
-
-
S/F 5 amps to 2 amps rating, 240/415 volts, "C" curve, mainature circuit braker suitable for inductive load of follwing poles in the existing MCB/DB compete with connection, testing and commissioning etc. as required.
Single Pole
4
-
-
Double Pole
1
-
-
S/F of LED T_5, 18 watts tubelight fitting connection etc, compleat in all respect
2
-
-
S/F of exhaust fan (ISI mark) with jail, 450mm sweep, including making hole for exhaust fan and making good the damage, connection etc, complete in all respect.
1
-
-
S/F of LED street light fitting 60 watts compete in all respect
2
-
-
S/F of G.I. 32mm size L type bracket clamps with fixing of street light etc.
2
-
-
S/F of 14 watts LED Bulb
4
-
-
S/F of wall fan 400mm sweep Model platina
1
-
-
Compound Wall with Gate
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Column footing
30.24
-
-
Wall footing
13.65
-
-
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)
Column footing
1.05
-
-
Wall footing
0.45
-
-
Brick work with common burnt clay F.P.S (non modular) bricks of class 230mm thick designation 7.5 in foundation and plinth.
Cement mortar 1:4 (1 cement : 4 coarse sand)
6.01
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class 115mm designation 7.5 in superstructure above plinth level.
Cement mortar 1:4 (1 cement : 4 coarse sand)
11.51
-
-
Plaster Work
Plaster 20 mm (External plaster) (Cm 1:6)
For Compund wall above GL
Total
216
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size)
upto plinth level footing
5.99
-
-
above plinth level
2
-
-
Centring and shuttering at all levels including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete.
Upto ground level
49.78
-
-
Columns, Pillars, Piers, Abutments, Postsand Struts- (For gate pillar)
Column
34.78
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
627.22
-
-
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.
630
-
-
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I.barbed wire tied to angle iron, all complete as per direction of Engineer-in- charge,with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
56
-
-
Over Head Tank 100 KL, 18 M Staging
-
-
-
Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 18 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing.
100000
-
-
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
-
-
Hiring of Godown
-
-
-
Hiring of Godown
18
-
-
Transportation of suitable truck mounted ODEX / DTH drilling machine with all necessary connecting T&P required for drilling and connection of rig including leveling etc. complete in all respect as direction of Engineer in-charge for recharge boring.
1
-
-
Drilling of the bores as per is 2800-1979 using ODEX-115 (TUBEX) attachment required drilling in alluvial, boulder, pebbles, gravels, rocky stone, sticky, clay, etc. in including cost of attachment consumable stores, bits, water, POL etc. complete with system of simultaneous lowering of 125 mm nominal bore PVC casing pipe witch will be Jointed together using sockets as per reqirement of ODEX complete in all respects as per direction of Enginner in charge.
20
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire &labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge
100 mm nominal size dia
20
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manualmeans over areas (exceeding 30 cm in depth,1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, for all kind soil as directed by Engineer-in-charge (3.14/4*2.5*2.5)*h
14.72
-
-
Extra for every additional lift of 1.5 m or part there of in excavation /banking excavated or stacked materials
7.36
-
-
Supplying, filling, spreading & leveling coarses and of size range 5mm to 10mm in recharge pit, inrequired thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-incharge.
7.36
-
-
Supplying, filling, spreading & leveling coarses and of size range 5mm to 10mm in recharge pit, inrequired thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-incharge.
2.45
-
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in equired thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge.
2.45
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
4.91
-
-
Supply & filling of charcoal (wt. 208 kg/m3 density)
1.23
-
-
Supply fabric and fixxing of work display board as per standard shape and design
1
-
-
Cleaning and dressing of site with necessary surface drain including disposal of surplus earth and materials after completion
2
-
-
PIPELINE WORK
-
-
-
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete
G.I. PIPE CONFORMING TO IS : 1239 (PART-1)
Medium Duty (Class 'B') New
15 mm dia for house shifting of existing FHTC connection @ 18 mtr per Connection
1854
-
-
15 mm dia for providing proposed FHTC connection @ 30 mtr per Connection
4920
-
-
50 mm dia
14293
-
-
65 mm dia
1385
-
-
80 mm dia
1887
-
-
100 mm dia
837
-
-
125 mm dia
520
-
-
150 mm dia.
329
-
-
C.I. D/F Sluice Valves Confirming to IS: 14846- 2000, Pressure PN 16
50 mm dia
7
-
-
65 mm dia
5
-
-
80 mm dia
2
-
-
100 mm dia
3
-
-
125 mm dia
1
-
-
150 mm dia
1
-
-
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.
15 mm dia for house shifting of existing FHTC connection @ 18 mtr per Connection
667
-
-
15 mm dia for providing proposed FHTC connection @ 30 mtr per Connection
1771.2
-
-
50 mm dia
5145.48
-
-
65 mm dia
498.6
-
-
80 mm dia
679.32
-
-
100 mm dia
301.32
-
-
125 mm dia
187.2
-
-
150 mm dia
118.44
-
-
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.
7
-
-
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
70
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (Add 4% Cost Index,substract 12%GST)
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
143
-
-
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.
143
-
-
Providing & Fixing Woltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fitingetc complete
150 mm
1
-
-
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)
267
-
-
Cost of Material for ferruling in proposed FHTC .
164
-
-
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