Mtc. of different MI Scheme under Teliamura R.D. Block under Water Resource Sub-Division Teliamura during the year 2025-26 /SH_- Mtc. of PVC distribution system and other allied works etc. (Job No. TR/77/Minor Works/WRD-I/2025-26)

Excavating trenches required width for pipes, cables, etc. including excavation for sockets, dressing of sides where required,ramming of bottoms , depth upto 1500mm(Slope-1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth including consolidating each deposited layers by ramming watering etc. and disposing of surplus excavated soil with all required lead as per chapter 2of CPWD specification & direction of the Engineer-in charge.A ( For UPVC pipes in new work) a) For pipes exceeding 90 mm dia but not exceeding 300 mm dia

Providing and laying different dia rigid UPVC pipes of Working Pressure 4.0 kg/ sq.cm. complete with necessary coupler and solvent cement as per CPWD Specification & direction of Engineer-in-charge. a) 90 mm dia

b) 110 mm dia

c) 140 mm dia

d) 160 mm dia

e) 200 mm dia

f) 250 mm dia

g) 315 mm dia

Providing and fitting fixing of different dia rigid UPVC unequal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of working pressure 4.0 kg/sq.cm confirming to IS: 10124 (part-V) as per CPWD Specification & direction of Engineer in-charge. Unequal Tee a) 315x315x250 mm dia

b) 315x315x200 mm dia

c) 315x315x160 mm dia

d) 315x315x140 mm dia

e) 315x315x110 mm dia

f) 250x250x200 mm dia

g) 250x250x160 mm dia

h) 250x250x140 mm dia

i) 250x250x110mm dia

j) 250x250x90 mmdia

k) 200x200x160 mm dia

l) 200x200x140 mm dia

m) 200x200x110 mm dia

n) 200x200x90 mmdia

o) 160x160x140 mm dia

p) 160x160x110 mm dia

q) 160x160x90 mm dia

r) 140x140x110 mm dia

s) 140x140x90 mm dia

t) 110x110x90 mm dia

Providing and fitting fixing of different dia rigid UPVC equal Tee (including earth cutting & backfilling all socketted) suitable for pipes as per IS specification of Working pressure 4.0 kg/sq.cm confirming to IS: 10124 (Part-V) as per CPWD Specification & direction of Engineer-in-charge. a) 160x160x160 mm dia

b) 140x140x140 mm dia

c) 110x110x110 mm dia

d) 90x90x90 mm dia

e)315x315x315mm dia

f)250x250x250mm dia

g)200x200x200mm dia

Providing and fitting fixing rigid UPVC Reducing socket (one size lower at one end, both end socketted) suitable for pipes of Working pressure 4.0 kg/sq.cm. as per CPWD Specification & direction of Engineer-in-charge. a) 315x250 mm dia

b) 250x200 mm dia

c) 200x160 mm dia

d) 160x140 mm dia

e) 140x110 mm dia

f) 110x90 mm dia

Providing & fitting fixing rigid UPVC bend(30 degree,45 degree,60 degree, 90 degree) for UPVC pipes as per IS specification of Working pressure 4.0 kg/sq.cm as per CPWD Specification & direction of Engineer-in-charge. a) 315 mm dia

b) 250mm dia

c) 200 mm dia

d) 160 mm dia

e) 140 mm dia

f) 110 mm dia

g) 90 mm dia

Providing and fitting fixing of G.I hydrant suitable for PVC pipes as per standard specification complete as per direction of Engineer-incharge (Rate excluding the cost of NTP control valve). i) 80X50 mm dia

Providing & fitting fixing MS tail piece with MS flange suitable for pipes complete as per CPWD Specification & direction of Engineer-in-charge. a) 100 mm dia PVC Pipe

b) 125 mm dia PVC Pipe

c) 150 mm dia PVC Pipe

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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. a) 100 mm dia PN - 1.6

b) 125 mm dia PN - 1.6

c) 150 mm dia PN - 1.6

Labour charge for repairing of leakage in existing UPVC distribution system including required earth cutting and fitting fixing necessary coupler etc. complete and refilling the trench with of available excavated earth as per direction of the Engineer-incharge.(Payment of couplers, tees, reducers etc will be made separately) a) 315 mm dia

b) 250mm dia to 110 mm dia

c) 90 mm dia.

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. -All kinds of soil

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.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. --All work upto plinth level: a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)

b) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)

First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:5 ( 1 cement : 5 fine sand ).

12 mm cement plaster of mix i) In Cement mortar 1:5 (1 cement : 5 fine sand)

Neat cement punning.

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