Public Works Department Tender

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Public Works Department - PWD Tender

Works
Pipes and Pipe Related Activities
Eprocure
Opening Date21 Dec 2020
Closing Date11 Jan 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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i) 40 mm OD

200

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72.8

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ii) 90 mm OD

600

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220.1

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Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.

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i) 80 mm P.N 1.6

2

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3417.6

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ii) 100 mm P.N 1.6

2

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4559.7

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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.

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i) 40 mm dia

5

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134

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ii) 90 mm dia

10

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246.1

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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.

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-

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i)40 x 40 mm dia

5

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192.9

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iii) 90 x 90 mm dia

10

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289.2

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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.

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-

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ii)40 mm dia

10

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99.2

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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.

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-

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ii)40 mm dia

10

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301.2

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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.

-

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-

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ii)40 mm dia

10

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281.8

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Providing, fixing and laying fabricated UPVC socket / couper confirming to IS:10124 (part-2) with solvent cement confirming to IS:14182 in/c testing of joints complete as per CPWD specification & direction of the Engineering-in-charge.

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-

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a) 90 mm dia

10

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182.5

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Providing, fixing and laying fabricated UPVC end cap confirming to IS:10124 (part-4) with solvent cement confirming to IS:14182 in/c testing of joints complete as per chapter-20 of CPWD specification and direction of the Engineering-in-charge.

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-

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a) 90mm dia

3

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125.4

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Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

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a) 90mm dia

10

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313.2

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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.

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-

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i) 40x15 mm dia

10

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146.6

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ii) 80x65 mm dia

2

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337.3

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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.

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-

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i)40 x 40 x 40 mm dia

5

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243.1

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ii)80 x 80 x 80 mm dia

5

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707.2

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Providing & fixing GI full way valve as per CPWD specification & direction of the Engineer in charge. i)40 mm dia

5

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374.8

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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

5.67

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169.5

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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.

0.5

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887.5

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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

1

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7288.4

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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)

1

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9306.1

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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

42

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268.9

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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

75

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78.2

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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 ).

8.5

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8888.4

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12 mm cement plaster of mix Cement mortar 1:4 ( 1 cement : 4 fine sand )

60

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174.8

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Neat cement punning.

60

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45.1



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