Construction of Under Ground Drainage Line At Village Ranagadh and Nani Kathechi (Adimjuth 202425 Package No.08) Ta.Limbdi , Dist.; Surendranagar. (1) Construction of Under Ground Drainage Line At Nani Kathechi Village From Padhar Shamjibhai Hamabhai House To Bhailalbhai Panchabhai And Jamabhai Premjibhai House and Nagjibhai House To Ramabhai Jeshabhai House Ta.Limbdi (2) Construction of Under Ground Drainage Line At Ranagadh Village From the house Padhar Navghanbhai Abhaabhai to Kashirambhai Devjibhai Devjibhai Punjabhai Sagarbhai Dharamsinhbhai And Nareshbhai Lakhabhai s House Ta.Limbdi (3 Construction of Under Ground Drainage Line At Ranagadh village At Parathali Vistar Ta.Limbdi

Name of work :- Construction of Under Ground Drainage Line At Village Ranagadh and Nani

Kathechi (Adimjuth -2024-25- Package No.08) Ta.Limbdi , Dist.; Surendranagar.

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 606.00 One 150.38

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift and should have CBR

not less than 6.00%.

2 Rolling and Watering of earthwork with 606.00 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

3 Excavation for foundation upto 1.5m depth 873.60 One 241.79

including sorting out and stacking of useful Cum

materials and disposing of the excavated

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

4 Filling in plinth with sand under floors 84.60 One 424.89

including watering ramming, consolidating Cum

and dressing complete

5 Providing and supplying of ISI Marked High 1025.00 One 1984.00

Density Poly Ethylen (HDPE-PE-100) Pipes Rmt

in Standard Length Suitable For Sewage &

Industrial Effluents as Per IS Specification

no. 14333 - 1996 or its latest

Revision/Amendments Including all Locals

& Central Taxes & Duties, Freight Charges,

Loading, Unloading & Conveyance to

Departmental Stores etc. Complete.

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

No. and reference to book of Specification)

6 Providing, laying and jointing in true line 200.00 One 831.21

and level 160 diametre U.P.V.C (Type B) Rmt

conforming to IS 13592-1992 with one end

plain and other end socketed with rubber

ring & fittings conforming to ISI 14735-1999

of approved make for drainage system pipe

line, pipe shall be jointed with each other

with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 160 mm

diametre x 210 mm length x 196 mm heigh at

every 2000 mm center to center or shall be

concealed in walls as directed including

necessary fittings such as bends, shoes etc.

including testing of pipes and joints and

jointed with adhesive solvent cement

including cost of all materials.

7 Constructing Manhole with R.C.C. top slab 40.00 One 19330.46

in 1:2:4 mix (1-cement: 2-coarse sand: 4- No

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 1:3 (1-Cement: 3-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-stone

aggregate 20mm nominal size) finished

smooth complete including curing and

​(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 128 Kgs. (Wt. of

cover 64 Kg. and Wt. of frame 64 Kg.)

​(A) With 230mm thick walls of brick msonry

using brick having crushing strength not less

than 35Kg./ Sqm in Cement Mortar - 1:5 (1-

Cement: 5-Coarse sand)

​(2) B type depth 1.50 Metre for 150mm

diameter sewer.

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

No. and reference to book of Specification)

8 Providing and fixing Number plate of 3.00 One 306.14

Marble Plate stone of required size set in No

C.M 1:4 including finishing and engeaving

Letters etc. completes.

Rupees Thirty Three Lakh(s) Twenty Five Thousand Nine Hundred Five And

Paise Forty Two Only

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

Limbdi Surendranagar