PROVIDING & LAYING STROM WATER LINE AT AMBAJI NAKA AREA IN MANDVI NAGARPALIKA, DIST : SURAT.

NAME OF WORK: PROVIDING & LAYING STROM WATER LINE AT AMBAJI NAKA AREA IN

MANDVI NAGARPALIKA, DIST : SURAT

ITEM QTY. ITEM OF WORKS RATES UNIT AMOUNT

Excavation for foundation upto 1.5 m depth

1 315 including sorting out and stacking of useful 122.94 CM

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to

2 105 3.0 m including sorting out and stacking of useful 170.87 CM

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil

Supplying and fixing reinforced concrete heavy

duty non pressure pipes with collars for culverts

including setting and joining the pipes in C.M. 1:2

3 140 watering and laying (To level of slops of I.S. 458 / 3469.26 RM

1971 Class NP3 casted by vertically vibrated

technology of following internal diameter. (vii)

Filling available excavated earth (excluding rock)

in trenches. plinth, sides of foundations etc. in

4 330.981 layers not exceeding 20 cm. in depth 136.92 CM

consolidating each disposited layer by ramming

Constructing Manhole with R.C.C. 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-

Brick bats 40 + 50mm size) inside plastering

15mm 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

5 5 1:2:4 mix (1-Cement :2- Coarse sand :4-stone 19349.63 EACH

aggregate 20mm nominal size) finished smooth

complete including curing and festing (i)Inside

size 900mm x 1200mm and 1.5M. deep including

C.I. cover with frame size 560mm diameter total

weight of cover and frame to be not less than

kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry

using brick having crushing strength not less than

35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement:

5-Coarse sand) (2) B type depth 1.50 Metre for

150mm diameter sewer.

TOTAL COT OF CONSTRUCTION

I / We agree to carry out the above work at _____________ % above / below the estimated rate.

( In words ) ________________________________ percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs.

Estimated Amount put to tender Rs.

Add _______ % above Rs.

Total Amount Rs.

Total Amount Rs.

*( Please strike out whichever is not

Note :1 All work shall be carried out as per Public Works Department Hand Book and

other specifications of Division or as directed.

Note :2 Rates quoted include clearance of site ( prior to commencement of work and its

completion)in all respects and hold good for work under all conditions, site,

Note :3 I/ We have read the conditions mentioned in this tender and agree to abide by

Signature of Chief Officer

Mandvi Nagarpalika