CONSTRUCTION OF GUTTER LINE AT DIFFERENT LOCATIONS OF CHAKLASI NAGARPALIKA AREA AT CHAKLASI (FOURTH ATTEMPT). UNDER SJMMSVY-UDP-88-2025-26 GRANT.

CONSTRUCTION OF GUTTER LINE AT DIFFERENT LOCATIONS OF CHAKLASI NAGARPALIKA

AREA AT CHAKLASI. (FOURTH ATTEMPT) UNDER SJMMSVY-UDP-88-2025-26 GRANT

Description Quantity Unit Rate Amount

SCHEDULE-B1:-અંબિકાનગર સમાતમાસ્તર ના ફબિયા માાં ગટર લાઇન ન ાં કામ

1 Demolition including stacking of serviceable 265.96 Cu.M. 1030.81

materilas and disposal of unserviceable materials

with all lead and lift

2 Excavation for foundation upto 1.5M depth 309.06 Cu.M. 117.08

including sorting out and stacking of useful

materials and disposing of the excavated stuff as

directed Engineer In-charge upto all Lead.

Loose or Soft Soil.

3 Supplying and fixing reinforced concrete heavy 430.00 R.M. 649.93

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS

specifications ncluding setting the pipes in C.M.

watering and laying (to level or slopes) of class

NP3 of following internal daimeters.(v) 300mm

4 Filling available excavated earth ( excluding rock ) 145.71 Cu.M. 130.40

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

5 Constructing Manhole with RCC top slab in 1:2:4

mix (1-Cement, 2-Coarse Sand, 4-graded stone

aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-

Bick bats 40+50 mm size) inside plaster 15 mm.

thick with cement mortar 1:5 (1-cement , 5-

coarse Sand) finished with a floating coat of neat

cement and making channels in cement concrete

1:2:4 mix (1-Cement, 2-Coarse Sand, 4-graded

stone aggregate 20mm nominal size) finished

smooth comlete including curing and festing (i)

Inside size 900 mm x 1200 mm and 1.5 m. deep

including C.I. cover with frame size 560 mm

diameter total weightof cover & frame to be not

less than 128 kgs (Wt of cover 64 kg and wt of

frame 64 kg) or Bombay pattern jali (A) with

mm thick walls of brick masonary using brick

having crushing strength not less than

kg/sq.cm. in cement mortar 1:5 (1-cement , 5-

(i) A type depth 0.90 Metre for 150mm 2.00 Nos 11029.97

diameter sewer.

(ii) B type depth 1.50 Metre for 150mm diameter 5.00 Nos. 19330.47

6 Filling, Foundation & Plinth with murrum or 593.40 Cu.M. 282.03

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

Net Total B1 :-

SCHEDULE-B2:-સાડીપ ૂરા લલીત ચાંદના ઘરથી ભ ૂપતભાઇ સનાના ફબિયામાાં ગટર લાઇનન ાં કામ

1 Demolition including stacking of serviceable 243.59 Cu.M. 1030.81

materilas and disposal of unserviceable materials

with all lead and lift

2 Excavation for foundation upto 1.5M depth 338.04 Cu.M. 117.08

including sorting out and stacking of useful

materials and disposing of the excavated stuff as

directed Engineer In-charge upto all Lead.

Loose or Soft Soil.

3 Supplying and fixing reinforced concrete heavy 472.00 R.M. 649.93

duty non-pressure pipes with collars for culverts

carrying heavy traffic as per IS

specifications ncluding setting the pipes in C.M.

watering and laying (to level or slopes) of class

NP3 of following internal daimeters.(v) 300mm

4 Filling available excavated earth ( excluding rock ) 171.73 Cu.M. 130.40

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

5 Constructing Manhole with RCC top slab in 1:2:4

mix (1-Cement, 2-Coarse Sand, 4-graded stone

aggregate 20mm nominal size) foundation

concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-

Bick bats 40+50 mm size) inside plaster 15 mm.

thick with cement mortar 1:5 (1-cement , 5-

coarse Sand) finished with a floating coat of neat

cement and making channels in cement concrete

1:2:4 mix (1-Cement, 2-Coarse Sand, 4-graded

stone aggregate 20mm nominal size) finished

smooth comlete including curing and festing (i)

Inside size 900 mm x 1200 mm and 1.5 m. deep

including C.I. cover with frame size 560 mm

diameter total weightof cover & frame to be not

less than 128 kgs (Wt of cover 64 kg and wt of

frame 64 kg) or Bombay pattern jali (A) with

mm thick walls of brick masonary using brick

having crushing strength not less than

kg/sq.cm. in cement mortar 1:5 (1-cement , 5-

(i) A type depth 0.90 Metre for 150mm 2.00 Nos 11029.97

diameter sewer.

(ii) B type depth 1.50 Metre for 150mm diameter 5.00 Nos. 19330.47

6 Filling, Foundation & Plinth with murrum or 629.65 Cu.M. 282.03

selected soil in layers of 20 cms thickness

including watering , ramming and consolidation

Net Total B2 :-

Net Total B1 to B2 :-