Public Works Department Tender
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Costs
EMD
₹ 57,419Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEDWS_4109_1Bid Award Id
ViewTender No
04/EE/PWD(DWS)/AMB/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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From 200mm dia pilot hole to 550 mm bore hole.
317.12
-
1225.3
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From 200 mm dia pilot hole to 460 mm bore hole
1634.16
-
783.3
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Washing of enlarged bore hole of 460mm-550mm diameter in any soil strata by drilling rig disposal of excess soil or mud, including the cost for bentonite, water etc. as required to maintain the bore hole properly including lifting of drill pipes as per specification (IS : 2800( part-I) and direction of the Engineer-in-charge.A) With Contractor`s rig.
-
-
-
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From 200 mm dia pilot hole to 460 mm bore hole
1952
-
92.2
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Lowering of ERW pipe with drilling rig including painting with anticorrosive bitumastic paints, fixing of M.S. ring, welding of all joints etc. complete after washing of the bore hole as per specification (IS : 2800( part-I) & direction of the Engineer-in-charge (ERW pipes will be supplied free of cost from the department store yard).
A) With Contractor`s rig.
-
-
-
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300mm dia. ERW Housing Pipes.
292.72
-
416.1
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200 mm dia. ERW Blind Pipes.
1317.12
-
328
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200 mm dia. ERW slotted Pipes
292.72
-
328.8
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Providing and fixing of bail plug (made with 8 mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bitumastic paint as per specification (IS: 2800)(part-I) and direction of the Engineer-in-charge.
-
-
-
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For 200 mm dia. ERW pipes
8
-
1070.7
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Providing and fixing of reducing socket (made with 8mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bitumastic paint as per specification (IS : 2800)( part-I) and direction of the Engineer-in-charge.A) With Contractor`s rig.
-
-
-
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300mm x 200 mm dia with departmental Rig
8
-
4837.5
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Shrouding of the deep tube well assembly with washed Pea-gravels (2.00 – 4.75 mm effective size) as per specification (IS: 4097) & direction of the Engineer-in-charge (Pea-gravels will be supplied from the department free of cost from the stack yards in which the Pea-gravels are available).A) With Contractor`s rig.
280
-
1215
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Providing and fixing of housing clamp (made with 12 mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bitumastic paint as per specification (IS : 2800)( part-I) and direction of the Engineer-in-charge.
-
-
-
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i).300 mm dia.
8
-
2358.7
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Washing and development of Tube Well by using Air Compressor and testing of the well as per specification (IS: 11189) & direction of the Engineer-in-charge.
A). With Contractor`s air Compressor.
-
-
-
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i) Using Air Compressor of 300-450 CFM output.
With departmental oil compressor
8
-
41089.6
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Providing and fixing of Well Cap (made with 8 mm thick MS sheet) by welding with blind pipe including applying of anti-corrosive bitumastic paint as per specification (IS: 2800(part-I) and direction of the Engineer-in-charge.
-
-
-
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i).For 300 mm dia. ERW pipes
8
-
2249.9
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Loading, unloading and haulage etc. complete of different diameter Hume pipes as per specification (IS: 2800(part-I) and direction of the Engineer-in-charge.
-
-
-
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i) Loading of steel pipes by manual means including a lead up to 30m
a) 300mm dia ERW Housing pipe (183x.073) = 13.35 T
b) 200 mm dia ERW Blind pipe (671x.036)=24.15 t
c) 200 mm dia ERW Slotted pipe (183x.036) =6.58 t
80.29
-
151.4
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ii) Unloading of steel pipes by manual means including a lead up to 50m
a) 300mm dia ERW Housing pipe (183x.073) = 13.35 T
b) 200 mm dia ERW Blind pipe (671x.036)=24.15 t
c) 200 mm dia ERW Slotted pipe (183x.036) =6.58 t
80.29
-
156.2
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iii) Haulage of materials by mechanical means excluding loading & unloading
a) Surface road (considering an average distance from store yard to site = 120 km) 1m=0.073t for 300mm dia ERW pipe, 1m=0.036t for 200mm dia ERW Blind & M.S Slotted pipes.
6419.2
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2.7
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Loading, unloading and haulage of pea-gravels etc. complete as per specification and direction of the Engineer-in-Charge.
-
-
-
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a) Loading of stone aggregate, brick aggregate, gravels etc. by manual means within a lead up to 50m.
280
-
85.4
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b) Unloading of stone aggregate, pea-gravels etc. by manual means within a lead up to 50m.
280
-
45.9
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Haulage of materials by mechanical means excluding loading & Unloading i) Surfaced Road (Considering an average distance from store yard to site = 90 Km
1 Cum = 1.46 T
(150.00x90.00x1.46) T.Km
32704
-
2.7
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed.
All kind of soil.
400
-
128.8
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