Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date20 Nov 2024
Closing Date13 Dec 2024
Tender Amount₹ 8,29,898
Costs
EMD
₹ 16,598Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ee/bhm/niet_24/24-25_4
Description
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Contact
Tender Id
2024_PHED_770759_4Tender No
WBPHED/EE/BHM/NIeT_24/24-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
ii. 250mm dia.
3
64
192
Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC ( Nut and bolts shall be of TATA/GKW rate).
i. 150 mm dia.
6
220
1320
ii. 250mm dia.
2
329
658
Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. i. 150mm dia to 200mm dia.
8
141
1128
ii. 250mm dia to350mm dia.
3
263
789
iii. 400mm dia to450mm dia.
2
385
770
Chamfering the spigot end of all type/class of DI pipe for properus in gof push joint by means of grinder set at site for proper joint etc.allcomplete as per direction of EIC
i. 150mm dia.
5
108
540
ii. 200mm dia.
3
113
339
iii. 250mm dia.
3
120
360
iv. 450mm dia.
2
280
560
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.R12/Gr-13non-magnetic, nuts seatrings are of Gun one tal as per IS:318LTB-2 flanges and drilled to IS:1538 PartIV &VI valves are suitable forma x. working pressure of 10kg/cm2(seattest)and body tested to 15kg/cm2. 150mm dia.
1
9174
9174
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]
i) 80mm to 150mm dia pipe
1
11804
11804
Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).
A) For CI/DI pipe
i. 150mm dia.
250
4
1050
ii. 250mm dia.
11
6
73.26
Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).
A) For CI/DI pipe
i. 150mm dia.
250
1
385
ii. 250mm dia.
11
3
38.17
Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/ specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.
261
-
99.18
Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.
i. upto 150mm thick
20
939
18780
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. (Avg.distance 30 km.) a) Pakur Variety
20
4711
94234.8
Supply and delivery of CIDF specials--
200
61
12200
PUMP HOUSE (SIZE-3.0M X 3.6M) 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.
8.47
119
1010.22
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) with Earth obtained from excavation of foundation.
1.69
77
131.04
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
19.85
266
5280.1
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)
5.78
572
3309.34
Reinforcement for reinforced concrete works in all sorts of structures including distribution bars, strrups, binder etc including of rods initial straightening & removal of lose rust (if necessery) Cutting to requiste length, hooking & binding with 16 guage black annclead wire at every intersection. Complete as per drawing & direction For works in Foundation basement & upto roof of ground floor to 4m For steel/ Mild steelI. (JSW/ JSPL/ SHYAM/ SRMB/ BMASL/ ELECTROSTEEL/ SSL)
1.05
83433
87604.81
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.9i) pakur variety)
8.13
5218
42429.9
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. a) Pakur variety. (Dist- 75 km)
0.58
4711
2732.81
Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of G. F.)
(a) 25mm to 30mm thick wooden shuttering without staging
24.61
205
5045.05
(b) 25mm to 30 mm thick wooden shuttering with staging
30.7
328
10069.6
Brick work with 1st class bricks in cement mortar (1:6)
2.13
4243
9037.59
(b) in superstructure
7.1
4466
31708.6
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor)
(b) 15mm thick plaster with (6:1) cement morter
104.85
135
14154.75
Neat cement punning about 1.5mm th.in wall,dado,floor
10.2
34
346.8
Applying exterior grade Acrylic primer of approved quality----in/c scraping and preparing the surface throughly,complete---(Two coats)
60.56
45
2731.26
protective and decorative Acrylic exterior emulsion paint-------(a) super protective 100% acrylic emulsion
60.56
97
5874.32
Synthetic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. (Two Coats)
45.53
68
3096.04
supplying,fitting and fixing windows & ventilators with integrated grill----- (i) openable steel window----with hung shutters and horizontal glazing bars
4.68
2199
10291.32
(ii) MS integrated grill---integrated with steel window or ventilator---
74.88
94
7038.72
supplying 1.5mm th MS sheet fitted and fixed on one or both faces of MS or WI gate------
4.7
1304
6128.8
(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.
12
29
348
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 (b) On steel or other metal surface iv) Two coats (with any shade except white) hi-gloss
12
79
948
supplying,fitting and fixing fibre reinforced polymer (FRP) composite door shutters---with glass fibre reinforced plastic moulded skins and a specials sandwich core, so as to impart monolitaheic composite structure as per approved technology of department of science and techonology to satisfy IS:4020 door testing performance criteria. (i) 25mm th.
1.35
2581
3484.35
supplying,fitting and fixing fibre reinforced polymer (FRP) composite door frame ---with glass fibre reinforced plastic moulded skins and a specials sandwich core, so as to impart monolitaheic composite structure as per approved technology of department of science and techonology to satisfy IS:4020 door testing performance criteria. (i) 66mm x 70mm
4.35
446
1940.1
BOUNDARY WALL
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 1500mm.
9.61
11927
1146.66
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.
9.61
7754
745.47
(b) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
190
41958
79720.2
Filling in foundation or plinthby silver sand in layers not exceeding 150 mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand. (Payment to be made on measurement of finished quantity).
1.94
57255
1113.04
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. a) Pakur variety. (Dist- 45 km)
0.65
4711
3053.21
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
13.48
266
3585.68
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur variety.
5.43
5218
28333.57
125mm thick brick work with 1st class bricks in cement mortar(4:1) in ground floor.
40.88
592
24198
Brick work with 1st class bricks in cement mortar (1:6)
1.91
4512
8631.46
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed and raking out joints including throating, noising and drip course, scaffolding / staging where necessary.(Ground Floor) .(Excluding cost of chipping over concrete surface. i) With 6:1 cement mortar b) 15 mm thick plaster
147.64
135
19931.13
Neat cement punning about 1.5mm thick in wall, dado, window, sill, floor etc. Note: Cement 0.152 m3 / 100 sq.m.
72.6
34
2468.4
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 inter-section, complete as per drawing and direction. a)For works in foundation and upto roof of ground floor/upto 4 m.
i) Othher than SAIL / TATA / RINL.
0.53
83433
44469.87
Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr 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 & striking out after completion of works (upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineering-in-charge.
49.98
205
10245.08
Priming one cote on timber or plestered surface with synthetic oil bound primwer of approved quality including smoothing sdurface by sand papering etc.
6
38
228
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. Premium 100% Acrylic Emulsion
147.64
97
14321.08
M.S. Ggte of jail type as per approved design made of strong MS frame worke, intermeadite stiffeners and round/square bars or angles ms sheet (not less than 14 gauge) gussest. Cleast etc .including necessary riveting,bolting,welding locking and hanging arfrangement, fittinfg and fixing complete as per direction of the engineer-in-charge. in ground floor
1.26
10090
12713.4
Priming one coat on steel/other metal surface with synthetic oil bound primer of appvd. quality includg. smoothening surface by sand papering etc.
6
29
174
Painting with best quality synthetic enamel paint of appvd. make & brand includg. smoothening surface by sand papering etc. includg. using of appvd. putty etc. on surface if necy. (a) on steel or other metal surface with other than high gloss of approved quality.
a) 2 coats (with any shade except white)
6
79
474
Add GST @18% on sum of Item No. 1 to 64
1
125341
125341.23
Add Cess @1% on sum of Item No. 1 to 65
1
8216
8216.81
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