Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date30 Jul 2024
Closing Date23 Aug 2024
Tender Amount₹ 20,93,064
Costs
EMD
₹ 41,861Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ee/jd/e-nit- 11/2024-25 (sl. No.19)
Description
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Contact
Tender Id
2024_PHED_724560_19Bid Award Id
ViewTender No
WBPHED/EE/JD/e-NIT- 11/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erectionall complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
iii) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
1.18
87993
74571
Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing same with bolts and nuts,
11.8
4861
412
Welding in M.S. structural work with gas or electric:
(b) Continuous weld.
7250
65250
9
Cost of stainer including fitting ,fixing in hole with proper tightness all compelte
762
19050
25
Cost of Painting Primer =
158.65
4600
29
c) Synthetic enamel paint to outside of vessel same as primer
174.52
12565
72
Media for I.E.P. chamber
-
-
-
A) Anthracite (Coal & sand) of size 1 mm to 4 mmm depth = 300mm @1100kg/cu.m
2285.98
66293
29
B) Filter Sand (16/32 mesh) of depth =450 M @1500Km/cu.m
4675.87
21041
4.5
C)Gravel Size
-
-
-
i) 20 mm to 12 mm 100mm depth
-
-
-
ii) 12 mm to 6 mm 100mm depth
-
-
-
iii)6 mm to 3 mm 100mm depth
-
-
-
Weight of gravels @2250 kg/cu.m
4675.87
29224
6.25
Media for Oxidation chamber MnO2 granule
1272.35
129779
102
d)Labour for palcement of media into vessel ( As per Analysis)
12.91
15569
1206
e) Transport cost of media (As per analysis ) for 100 Km
12.91
25200
1952
Supply & Delivery at site of M. S. Pipe 8.0 mm thickness
-
-
-
150 mm Dia (ID)
20
128540
6427.03
250 mm Dia (ID)
40
326084
8152.1
Add Extra @ 10% for Special/Fitting
1
679
679
Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. (A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision. (B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision. (C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision (D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended.
200
19010
95.05
Sluice valve & presure gauge
-
-
-
a) Cost of pressure gauge
2
2650
1325
Supply & Delivery of butterfly valve (Senith Company) conforming to IS Specification
-
-
-
ii) 100 mm dia
12
49790
4149.19
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
2.5
2347
939
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
160
32800
205
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
12
45839
3819.92
Supply of CI Jeffy coupling as per IS specification.
-
-
-
150 mm dia.
2
3254
1627
200 mm dia.
2
4334
2167
Labour charges for Jeffy joint of all diameter.
4
339
84.75
Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
120
50349
419.58
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method withRotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iv) For Construction of Sub Base by compacting river bed materials.
25
35968
1438.72
Hire charges of Excavator (J.C.B) for removing of earth, mud etc, from the approach road of rig machine including fuel, lubricant and mobilization of the machine all complete
5
38408
7681.66
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
1920
44160
23
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
2
1878
939
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
12
45839
3819.92
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
120
24600
205
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree
4
18012
4503.1
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel JSW/JSPL/SHYAM/ SRMB/BMASL/ ELECROSTEEL/SSL
0.2
17393
86968.5
Making lighting arrangement for continuation of work during night including all charge.
90
16380
182
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
1200
27600
23
BLOWER ROOM
-
-
-
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
6.83
814
119.27
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
1.37
106
77.54
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m a) In ground floor including roof.
5.3
2369
447
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
9.21
2984
324
II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion
1.55
5054
3261.06
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
1.83
6990
3819.92
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree
6.94
31251
4503.1
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. JSW/JSPL/SHYAM/ SRMB/BMASL/ ELECROSTEEL/SSL
0.69
60008
86968.5
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
10.28
2107
205
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
62.17
20391
328
Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor
0.34
1810
5324.8
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
30.7
20454
666.27
(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
4.15
2162
521.07
Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand of any shade. Payment of mending good damages of wall & plaster and painting to be made separately. (b) R.C.C ventilator of 20 mm. thick (i) Upto 0.10 sq.m. area
6
648
108
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (c) 10 mm thick plaster
21.18
2614
123.46
(ii) With 1:4 cement mortar (b) 15 mm thick plaster
54.29
8312
153.11
(ii) With 1:4 cement mortar (a) 20 mm thick plaster
43.15
7591
175.93
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
14.5
474
32.71
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm. thick
10.8
2837
262.76
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (d) Sal : Local.
0.1
7478
71907
Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (a) 40mm X 6mm, 250mm Length
14
406
29
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made) (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
3.99
11122
2789
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vii) 100mm. X 58mm. X 1.90mm.
6
282
47
(iv) 75mm. X 47mm. X 1.70mm.
8
248
31
i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (c) 300mm long.
1
166
166
Iron socket bolt of approved quality fitted and fixed complete. (b) 100mm long x 10mm dia bolt.
2
80
40
(a) 75mm long x 10mm dia bolt.
4
136
34
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (a) With continuous plate base (Hexagonal/ Round rod) (ii) 100 mm grip x 10 mm dia rod.
6
414
69
(A) Iron door ring of approved quality fitted and fixed with nut and washer complete. (ii) 75mm dia.
2
56
28
(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
29.2
2926
100.21
White washing including cleaning and smoothening surface thoroughly. All floors : (c) Three coats (on new works only).
54.36
1087
20.01
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats
67.95
3064
45.1
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) a) Normal Acrylic Emulsion
67.95
4552
67
(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
1.66
48
29
(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
12.17
462
38
(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
12.17
985
81
(b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
1.66
131
79
Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list
a) 300 mm dia
2
59400
29700
Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]
250 mm to 350 mm dia pipe
1
18636
18636
Add GST @ 18%
1
316119
316119.82
Add Labour Welfare Cess @1%
1
20723
20723.41
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