Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date21 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 9,08,141
Costs
EMD
₹ 18,163Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHED_771679_14Tender No
NIeT NO- 24/ALD/2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://wbphed.gov.in/en/
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Documents
BOQ Items
b)150 mm dia
150
4
630
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).B) For UPVC/HDPE Pipe
f) 100 mm dia (OD)
55
-
51.7
150 mm dia
150
1
231
Construction of different dia Sluice valve 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 over 150mm. 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] 80 mm to 150 mm dia pipe
6
11835
71010
Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)100 mm dia.
11
20
220
b)150 mm dia
29
38
1102
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).100 mm dia
7
182
1274
150 mm dia
15
220
3300
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. 150mm.dia.to 200mm.dia pipe
8
141
1128
Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint
etc. all complete as per direction of EIC.100mm dia
4
82
328
150mm dia
12
108
1296
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
12
939
11268
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.
20
119
2385.4
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.
4
77
310.16
Cement concrete with 30 mm down graded shigles excluding shuttering. in ground floor.
6:3:1 proportion
22
3393
74646
Ordinary Cement concrete M-15 (Mix 1:1.5:3) with graded stone chips(20 mm.down) excluding shuttering and reinforcement, if any, in ground floor as per IS 456 - 2000.
River Bazrees
25
4745
118625
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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, basement and upto roof of Ground Floor / 4m.
Other than SAIL/ TATA/RINL
2.5
91726
229315
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 ground floor) i) 25 mm. to 30 mm. thick wooden shuttering as per direction of EIC.
40
205
8200
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)
i) With 1:4 cement mortar
10 mm thick plaster
60
126
7560
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
60
34
2040
Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid inpattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5.(b) 50 mm thick interlocking designer concrete paver block M 30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.) ii) Coloured Decorative
70
1264
88480
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.
175
419
73426.5
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.
(ii) Grill weighing above 16 Kg./sq.mtr and above
4.5
9827
44221.5
Add 18% GST
1
137158
137158.45
Add 1% Cess
1
8991
8991.5
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