Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date9 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 54,84,000
Costs
EMD
₹ 1,09,680Document Cost
₹ 1,100Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PHED_41908_1Tender No
SEPH/GC/TB-152/Vol-III/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phe.assam.gov.in/
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Documents
BOQ Items
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more .
25316.15
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5.22Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22A.1 ISI approved Mild steel reinforcement bar(M.S.Bar)
20.53
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5.9Centering and shuttering including strutting, propping etc. and emoval of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
368.81
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5.9Centering and shuttering including strutting, propping etc. and emoval of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
15.12
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5.9Centering and shuttering including strutting, propping etc. and emoval of form for
5.9.2 Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.
281.94
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5.9Centering and shuttering including strutting, propping etc. and emoval of form for
5.9.3 Suspended floors, roofs, landings, balconies and access platform
landings, balconies, chajjas, horizontal ties and the like
92.2
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5.9Centering and shuttering including strutting, propping etc. and emoval of form for
5.9.7 Stairs, (excluding landings) except spiral-staircases
9.65
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4.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
25.62
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5.2Reinforced 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 loor five level, excluding cost of centering, shuttering, finishing and reinforcement 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources)
45.24
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5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth evel up to floor five level, excluding the cost of centering, shuttering, inishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
33.01
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13.2 15 mm cement plaster on the rough side of single or half brick wall of mix
13.2.1 1:4 (1 cement: 4 fine sand)
190.74
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13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :
13.7.1 1:3 (1 cement: 3 fine sand)
287.48
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5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.
5.18.1 50 mm thick
with 10mm dia TMT/HYSd bars @ 150mm center both
ways tying with 20 gauge black annealed with necessary
shuttering, curing etc. complete including fixing in
1.62
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4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
61.44
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
1123.2
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13.8 Providing and applying white cement based putty of average thickness mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
70.24
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13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
13.85.3 With water thinnable cement primer on wall surface
having VOC content less than 50 grams/litre
70.24
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13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and anufacture, including applying additional coats wherever required to achieve even shade and colour.
13.83.2 Two coats
70.24
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17.35 Providing and fixing soil, waste and vent pipes
17.35.1 100 mm dia
17.35.1.2 Centrifugally cast (spun) iron socket &
spigot (S&S) pipe as per IS: 3989
4
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more . (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc.
142.61
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars
46.03
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5.9 Centering and shuttering including strutting, propping etc. and emoval of form for
5.9.1 Columns, pillars, posts and struts
6.24
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5.9 Centering and shuttering including strutting, propping etc. and emoval of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and
cantilevers
9
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5.9 Centering and shuttering including strutting, propping etc. and emoval of form for
5.9.3Suspended floors, roofs, landings, balconies and access
platform
9.12
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5.2 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 andreinforcement
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources)
1.55
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6.4 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 inall shapes and sizes in :
6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
4.42
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10.2 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.
301.42
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12.50 Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
epoxy primer on both side of the sheet and polyester top coat 15-18
microns. Sheet should have protective guard film of 25 microns
minimum to avoid scratches during transportation and should be
supplied in single length upto 12 metre or as desired by Engineerin-
charge. The sheet shall be fixed using self drilling /self tapping
screws of size (5.5x 55 mm) with EPDM seal, complete upto any
pitch in horizontal/ vertical or curved surfaces, excluding the cost of
purlins, rafters and trusses and including cutting to size and shape
wherever required.
24.69
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9.1 Providing 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 & length (hold fast lugs or dash fastener shall be paid for separately).
9.1.2 Sal wood
0.17
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9.6 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately)
9.6.1 12 mm thick plain grade -1, medium density flat pressed three
layer particle board FPT - I or graded wood particle board
FPT- I, IS : 3087 marked, bonded with BWP type synthetic
resin adhesive as per IS : 848 :
5.07
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12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours withpolymer coated J or L hooks, bolts and nuts and or G.I. seam boltsand nuts, G.I. plain and bitumen washers or with self drilling fastenerand EPDM washer etc. complete:
12.13.5 Barge boards
19.2
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
66
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11.4 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 12mm 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 cost of nosing of steps etc. complete
11.17
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13.8 15 mm cement plaster on rough side of single or half brick wall
finished with a floating coat of neat cement of mix :
13.8.2 1:4 (1 cement: 4 fine sand)
75.18
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11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3(1 cement : 3 coarse sand), finished with a floating coat of neat cement
11.6.1 18 mm thick
8.42
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13.43 Applying one coat of water thinnable cement primer of approved brand
and manufacture on wall surface :
13.43.1 Water thinnable cement primer
75.18
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13.60 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade
13.60.1 Two or more coats on new work
75.18
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13.50 Applying priming coat
13.50.1 With ready mixed pink or Grey primer of approved brand
and manufacture on wood work (hard and soft wood)
12.02
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications
13.48.2 Painting wood 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 and manufacture.
12.02
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9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),
transparent or dyed to required colour or shade, with nuts and screws
9.96.2 250x16 mm
1
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9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (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
9.97.2 250x10 mm
8
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9.100 Providing and fixing aluminium handles, ISI marked, anodised (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 :
9.100.2 100 mm
4
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1.1 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
1.1.1 Group A
3
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1.1 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
1.1.2 Group B
2
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1.1 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
1.1.3 Group C
2
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1.2 Writing for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit ,2 way 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.
7
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1.5 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 PVC insulated copper conductor single core cable for loop earthing as required
90
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1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required
1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
90
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1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required
1.21.1 20 mm
56
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1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required 1.23.1 5/6 amps switch
7
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1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required 1.23.3 15/16 A switch
3
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1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required 1.23.4 3 pin 5/6 A socket outlet
2
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1.3 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.
4
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1.35 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required
7
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19.1 Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factornot less than 0.9, Service Value (CM/M/W) minimum 6.00, Air deliveryminimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),
THD less than 10%, remote or electronic regulator unit for speed
control and all remaining accessories including safety pin, nut bolts,
washers, temperature rise=75 degree C (max.), insulation resistance
more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC
Supply, earthing etc. complete as required.
1
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11.4 Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required
6
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11.6 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required
11.6.2 40 mm dia
48
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15.4 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required
15.4.3 3 Output(1 output per phase)and suitable for 3 phase supply
6
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8.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required
8.1.1 Upto 120 sq. mm
120
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16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
27
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4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1 : 2 : 4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size
2.03
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11.19 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
11.19.1 Light shade pigment using white cement
27
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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.
504
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