Public Works Department Tender
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Costs
EMD
₹ 7,719Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_14781_1Bid Award Id
ViewTender No
246/EE/PWD(DWS)/AMB/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Class - 3 ( working pressure 6.0 kg / cm2)
i) 40 mm OD
2700
-
72.8
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately).
-
-
-
i) 15 mm dia.
300
-
42.7
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 40 mm dia
18
-
134
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)40 x 40 mm dia
12
-
192.9
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)15 mm dia
18
-
68.8
ii)40 mm dia
18
-
99.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)15 mm dia
18
-
98.5
ii)40 mm dia
18
-
301.2
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia
18
-
90.2
ii)40 mm dia
18
-
281.8
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 40x15 mm dia
12
-
146.6
Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge.
-
-
-
i.10 mm nominal bore
18
-
296.3
Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
i)15 mm dia
18
-
97.3
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i)40 x 40 x 40 mm dia
12
-
243.1
Providing & fixing GI full way valve as per CPWD specification & direction of the Engineer in charge.
i)40 mm dia
6
-
374.8
ii)15 mm dia
12
-
170.6
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
20.52
-
169.5
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
1.5
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering.
1:5:10 ( 1 Cement: 5 fine sand : 10 graded well burnt brick aggregate 40 mm nominal size)
All work upto plinth level
3
-
7288.4
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement.
All work upto plinth level
1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
3
-
9306.1
Centering shuttering including struttings, propping etc. and removal of form work for:
iii)Foundations, footings, bases for columns etc.for mass concrete with timber plank
126
-
268.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. i)Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
225
-
78.2
First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10.5
-
8888.4
12 mm cement plaster of mix
Cement mortar 1:4 ( 1 cement : 4 fine sand )
180
-
174.8
Neat cement punning.
180
-
45.1
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
3X1000 ltr= 3000 ltr x 3= 9000 ltr
9000
-
10
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