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Tender For Constt Of Dugwell Sump Cum Pump House Stage 1St And Constt Of 0.25 Lac Gallons Capacity Underground R.C.C Sump Cum Pump House Stage 2Nd For Wss Jeelpora Bonichakal Under Jjm, Baramulla-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Constt Of Dugwell Sump Cum Pump House Stage 1St And Constt Of 0.25 Lac Gallons Capacity Underground R.C.C Sump Cum Pump House Stage 2Nd For Wss Jeelpora Bonichakal Under Jjm. Submission Date for this Tender is 20-03-2023. Pump Supply Tenders in Baramulla Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

36749954
Tender For Constt Of Dugwell Sump Cum Pump House Stage 1St And Constt Of 0.25 Lac Gallons Capacity Underground R.C.C Sump Cum Pump House Stage 2Nd For Wss Jeelpora Bonichakal Under Jjm
Open Tender
Indian
Jammu And Kashmir
Baramulla
20-03-2023

Tender Details

Construction Of Dugwell Sump Cum Pump House Stage 1St And Construction Of 0.25 Lac Gallons Capacity Underground R.C.C Sump Cum Pump House Stage 2Nd For Wss Jeelpora Bonichakal Under Jjm

Key Value

Document Fees
INR 500 /-
EMD
INR 100580.0 /-
Tender Value
INR 50.29 Lakhs /-

BOQ Items

Name of Work: Constt of Intake Sump cum Pump House stage 1st (Dugwell Type) and Constt of 0.25 Lac Gallons Capacity R.C.C Clear Water Sump cum Pump House stage 2nd for WSS Jeelpora Bonichakal under JJM
Sl. No. Item Description
1Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
3Extra rates for quantities of works executed: In or under water and/ or liquid mud, including pumping out water as required.
4Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered).
5Depth not exceeding 1.5 m.
6Depth exceeding 1.5 m but not exceeding 3 m
7Depth exceeding 3 m but not exceeding 4.50 m
8Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed
9All Kinds of soil.
10Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :
11Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
12Providing and laying hand packed stone soling 50 mm nominal size/ stone boulders of size range [5-20cm] in the req. thickness including filling, spreading, dressing,ramming, all leads lifts and all carriages complete.
13Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
14Dry random rubble masonry with hard stone in foundation and plinth: With bond stone (Using Quarry)
15Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
16Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
17Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
18Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
19Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
20Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
21Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.
22All works upto plinth level
23All works above plinth level upto floor V level
24Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. 5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
25Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :
26100 mm dia. Pipe
27150 mm dia. Pipe
28Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
29Steel work welded in built up sections Trusses/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
30Centering and shuttering including strutting, propping etc. and removal of form work for:
31Foundations, footings, bases for columns
32Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
33Lintel, beams, plinth beams, girders, bressumers and cantilevers.
34Suspended floors, roofs, landings, balconies and access platforms.
35Columns, pillars, piers, abutments, posts and struts.
36Extra for shuttering in circular work:
37Foundations, footings, bases of columns etc.
38Lintel beams etc.,
39Suspended Floors
40Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
41Providing and fixing ISI marked aluminum butt hinges ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete
42100x63x3.2 mm
4375x63x3.2 mm
44Providing and fixing ISI marked oxidized M.S. pressed parliamentary hinges with necessary screws etc. complete:
45150x125x27x2.80 mm
46100x125x27x2.80 mm
47Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm
48Providing and fixing window fasteners with necessary screws etc. complete
49Distempering with oil bound washable distemper of approved brand and manufature to give an even shade. New work (two or more coats) over and including priming coat with cement primer.
50Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm
51Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work.
52Painting with synthetic enamel paint of approved brand and manufacture to give an even shade (two or more coats on new work).
53Brick work with F.P.S bricks of class designation 75 in foudation and plinth in cement mortor(1:4)
54Extra for brick work in superstructure above plinth level upto floor V level. (By manual means)
55Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):KD/ Silver wood
56Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : KD/ Silver wood
57Providng and fixing panelled or panelled and glazed shutters for doors , windows and clerestory windows including ISI marked M.S pressed Butt hinges bright finsihed of required size with necessary screws35mm thick silver wood/K.D
58Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 30mm thick KD/ Silver wood
59Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion
60Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15)
61For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15)
62Providing and fixing 12mm thick prelaminated particle board flatpressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in- charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
63Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer- in-charge. (Cost of aluminum snap beading shall be paid in basic item). With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)
6412mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand)
6515mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand)
66Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
67Providing of PVC pipes for deep holes for seepage extend through the full width of stone masonry (PVC 150mm) of standard quality.
68Providing and carrying out wiring for heating points with 4.0 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, modular combinedS&S 16Amp along with modular plate, suitable GI box and earthing the point with 2 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl cost of conduit)
69Providing and carrying out wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2-way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl cost of conduit)
70Providing & fixing of 32-Amp MCB of Indocap complete.
71Providing and laying of armoured cable 95mm, 3.5 core for main service line of reputed make in P.V.C pipes of required dia to accommodate the service line including bends etc., from main transformer to the main panel board including copper thimbles, earth work excavation and filling for laying of cable complete.
72Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
73Providing and fixing aluminium handlesfor door stopper ISI marked anodised ( anodi coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and sahde with necessary screws etc complete
74125mm size
75100mm size
76200mm L-Drop
77Providing and fixing aluminium tower bolts ISI marked (anodised anodic coating not lees than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessaryscrews etc complete
78250x10 mm
79150x10mm
80100x10mm
81Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
82Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm thick with zinc coating not less than 275 gram/m2
83Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washerscomplete. 0.50 mm thick with zinc coating not less than 275 gram/m2
84Providing and fixing of 0.5mm color GS sheet soffit boarding including backing, supports etc., complete
85P/F of G.S plain coloured eves boarding of 250 mm wide of standard thickness incl all carraiges upto site of work ( 0.50mm thick )
86Providing and incorporating during concreating G.P strip water seal 0.63 mm nominal thick at construction joint as per proper specification and instruction of Engineer Incharge complete job.
87Providing/ Fixing, installation, successful commissioning of double flanged MS pipes/specials to be fabricated from MS tube heavy quality nominal thickness 6mm, conforming to relevant Indian Standard IS-1239 and/or IS 1161 read with up to date amendments. The pipe material should be of standard quality and must withstand all the anticipated design pressure ratings.The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job.
88Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments.
89100 mm dia. Class 1
90150 mm dia. Class 1
91Providing and fixing of MS flanged joints (12mm thick) to double flanged GI/DI pipes including cutting of pipes, welding charges, cutting of flanges, rubber gasket, bolts, nuts including testing of joint and all sorts of carriages. Complete Job.
92100 mm dia. pipe
93150 mm dia. pipe
94Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on pecially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
95Providing and fixing ball bearing for rolling shutters.
96carriage of material from source to site of work by Mechnical Transport including loading unloading and stacking etc.
97Cement /Steel max lead 15 Km
98Sand max lead 45 Km
99Stone aggregate 20mm nominal size max lead 25 Km
100Stone aggregate 40mm nominal size max lead 25 Km
101Bricks max lead 30 Km
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