Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Excavation
Eprocure
Opening Date9 Dec 2024
Closing Date24 Dec 2024
Tender Amount₹ 14,13,573
Costs
EMD
₹ 28,271Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHED_781262_3Tender No
WBPHED/EE/NIeT-77/AD/2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoil within a lead of 75 metre 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 1.50 metre
200
119
23854
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. ( Single socketed 3 mtr. Length)
-
-
-
A) UPVC Pipes: (i) 75 mm. Dia.
62
196
12152
b) Bend 87.5 degree (i) 75 mm. Dia.
62
61
3782
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. (B)Under ground
(a) 75 mm.
62
73
4526
Hogla walling as and where necessary as per direction of EIC.
750
70
52650
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.(Jhama work)
25
736
18400
Brick work with 1st class bricks
(a) With cement mortar (1:6) (temporary work)
(i) In foundation and plinth
1
5413
5413
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 (On hire basis).
150
108
16245
f) 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] a) In ground floor
(i) With 1:6 cement mortar
20 mm thick plaster
150
175
26250
g) Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
21
34
714
Galvanized plain sheet works (excluding supporting frame work) for trench covering (On hire basis)
225
146
32850
Filling in foundation or plinth by silver sand in layer not exceeding 150 mm as directed and consolidating the same by through aturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
30
93621
28086.3
Construction of the following temporary Hogla Structures/Walling including supply of all materials and labour complete. The work is to be taken up strictly on the basis of departmental drawing, design & specification and as per direction of EIC.
-
-
-
"A" - type of size 4.90 m x 2.75 m with front varandah 1.50m wide along with Bath & S.P.L. a) P.H.E.Dte.
2
13680
27361.22
"B" - type of size 8.53 m x 4.87 m. a) P.H.E.Dte.
4
11539
46157.24
"F" - type of size 3.05 m x 2.43 m. a) P.H.E.Dte.
4
3173
12692.92
Hogla structure of size 4.88 m x 3.66 m. ('M' Type) a) P.H.E.Dte.
2
5750
11500.4
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)
a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
15
335
5025
Construction of P.H.E. Mela office at Mela ground (7.625 m x 6.10m) floor area and height of structure 3.0 m with supply of nescessary Sal post & bamboo runners for all structures. Tarpoline on roofing & walling including coloured cloth, hessain. The floor will be carpeted with coir matress. Nescessary partition wall and front wall with commercial ply / coloured decorated with thermocol etc. as per design and direction of the E.I.C, is to be fitted and fixed complete with nescessary wooden battens including making pathway & brick gabions as directed including construction of Guard room 3.0 m x 2.40 m as per type design including supply of flower tub as per requirements for beautification of the Mela office complex complete. (The rate includes the labour and all the materials on hire basis)
1
55251
55251
Add: GST @ 18% on all item except sl. No. 17 on Rs. 1139723.24
1
205150
205150.18
Add Labour Welfare Cess @ 1% on all item except sl. No. 17 on Rs. 1344873.42
1
13448
13448.73
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