Providing External Sanitary Arrangement for Aadarsh Nivashi Shala at Rajpipla, District Narmada (Soak Pit, Pipelines & Chambers).

Name of Work : Providing External Sanitary Arrangement for Aadarsh Nivashi Shala at Rajpipla, District

Narmada (Soak Pit, Pipelines & Chambers).

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

No. specifications) Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5M depth including sorting out and stacking of

useful materials and disposing of the excavated stuff upto 50 Meter lead. (B) Dense 189.00 Cumt 160.89

2 Excavation for foundation 1.50 mt to 3.00 mt depth including sorting out and stacking

of useful materials and disposing the excavated stuff upto 50 mt lead (B) Dense or 99.00 Cumt 172.83

3 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out

and stacking of useful materials and disposing off the excavated stuff upto 50 132.00 Cumt 185.44

Meter lead.(B) Dense or Hard soil

4 Brick work using common Burnt clay building bricks having crushing strength not less

than 35 Kg./Sq.cm. in foundation and plinth in cement mortar 1 : 6 ( 1 cement : 6 fine 46.00 Cumt 4237.60

sand )(b) Conventional

5 Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4-

graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc.

complete including the cost of formwork but excluding the cost of reinforsement for

R.C.C work in (ii) Slabs having more than 8 cm and upto 10 cm.thickness

6 Providing mild steel reinforcement for R.C.C. work including bending, binding and

placing in position complete up to floor two level. 777.00 Kg 77.29

7 Filling in foundation and plinth with sand in layers of 20 cm. Thickness including

watering ramming and consolidating etc. comp. with all lead and lift.

8 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand

broken stone aggregates 40 mmnominal size) and curing complete excluding cost of 9.00 Cumt 3033.33

formwork in (A) Foundation and Plinth

9 Providing, laying (to level or slopes) and jointing reinforced concrete Light duty non-

pressure pipes I.S. class NP2 of the following internal diameter with collars and butt 160.00 Rmt 678.03

ends prepared for collar joints including testing of joints complete. 300mm dia.

10 Constructing brick masonry chamber for underground C.I. Inspection chamber and

bends with briocks having croshing strength not less than 35Kg. Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x 610mm intenal dimensions, total weight of

cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame

15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone 72.00 No 3660.76

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a floating coat of neat cement on walls and

bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and 450mm

deep for pipe line with one or two inlets.

11 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 1:2:4 mix (1-Cement :2-Coarse

sand :4-stone 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 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./ Sq.cm.

in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (4) D type depth 3.15 Metre for

150mm diameter sewer.

In Word : Eight Lakh Forty-Two Thousand Four Hundred FiFteen Rupees and Seventy-Three Paise Only.

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated rate mentioned

above. Amount of my /our tender works out as under.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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.

5 The amount of dismentalled credit materials at Rs. 0 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades his own cost befor execution as directed and to be approved From the

Engineer In Charge.

Deputy Executive Engineer Executive Engineer

Const. (R&B) Sub-Division Rajpipla (R&B) Division

Rajpipla Rajpipla