Water Drainage Line at Various Places in Laxminagar Taluka and Dist. 1) Water drainage line work from Pragnachakshu Sevakunj Purnvansan to Laxmi Nagar and onwards to Vokla, At.Laxminagar Ta.Morbi 2) Part-1 Water drainage line work from Pragnachakshu Sevakunj Purnvansan to Laxmi Nagar and onwards to Vokla, At.Laxminagar Ta.Morbi 3) Part-2 Water drainage line work from Pragnachakshu Sevakunj Purnvansan to Laxmi Nagar and onwards to Vokla, At.Laxminagar Ta.Morbi

Name of work :- Water Drainage Line at Various Places in Laxminagar Taluka and Dist. Morbi.

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Excavation for foundation upto 1.5m depth 513.90 One 157.33

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (B) Dense or hard soil.

2 Excavation for foundation upto 1.5m depth 513.90 One 267.08

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

3 Excavation for foundation upto 1.5m depth 1541.70 One 278.06

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. ©Soft rock not requiring

4 Providing and laying controlled cement 80.00 One 4005.61

concrete M.150 for curing complete Cum

excluding cost of formwork and

reinforcement for reinforced concrete work

in (A) Foundations, footings, Base of

columns and Mass concrete.

5 Filling available excavated earth (excluding 2360.95 One 136.91

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

6 Providing laying (to level or slopes) and 2855.00 One 675.36

jointing reinforced concrete Light duty non- Rmt.

pressure pipes I.S. class NP of the following

internal diameter with collars and butt ends

prepared for collar joints including testing

of joints complete

(B) 300M.M. dia NP2 non pressure R.C.C.

7 Dismantling the existing structure including 66.00 One 930.35

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

8 Construction of Brick Mesonary circular 95.00 One 4878.72

chamber for underground R.C.C. drainage Nos

line including excavation, foundation

concrete in C.C. 1:3:6, B.B. Mesonary in C.M.

1:5, 10MM thick cement plaster in C.M. 1:3,

etc complete. Internal dia 0.60 and depth

0.80 (excluding cost of man hole cover and

9 RCC precast M.H. Frame & Cover 150.00 One 1121.00

Manufacture, supply & Delivery at store or Nos

at site of work precast RCC M.200 Frame &

cover suitable to drainage M.H. and as per

type design & Drawing including cost of

reinforcement M.S. Angles or Flate, curing

mold work etc. (A) Heavy duty (B1) Frame

suitable for 50 cm. opening of MH

10 RCC precast M.H. Frame & Cover 150.00 One 1173.00

Manufacture, supply & Delivery at store or Nos

at site of work precast RCC M.200 Frame &

cover suitable to drainage M.H. and as per

type design & Drawing including cost of

reinforcement M.S. Angles or Flate, curing

mold work etc. (A) Heavy duty (B2) Cover

suitable for 50 cm. opening of MH

11 Providing and fixing 20cm. x 15cm x 2.5 cm. 3.00 One 279.69

thick year plate of marble stone set in C.M. Nos

1:4 including finishing and engraving letters

Rupees Fourty Lakh Eighty Eight Thousand Four Hundred Fourty Nine Paise

Twenty Four Only

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow

percent ( Should be written in figures and words ) of the estimated rate mentioned above.

Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed

by the Engineer-In-Charge for which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the

rate of input rate mentioned in all the tender.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division