Construction of Box Type ( 5.1m X 4.5m, 3 nos) VRB at Dethali-Jhalisna Drain at Village Sinaj Ta. Mandal Dist. Ahmedabad.

BILL OF QUANTITY

Name of Construction of Box Type ( 5.1m X 4.5m, 3 nos) VRB at Dethali-Jhalisna Drain at Village

work: Sinaj Ta. Mandal Dist. Ahmedabad.

Item NO. DESCRIPTION QTY. UNIT RATE in AMOUNT

Excavation in all sorts of soil (including wet and

slushy condition of soil) with yellow, sandy, gravelly

soil including soft murrum & H.M. including sorting

& stacking and depositing the excavated stuff in

uniform layers as and where directed upto lead of

30 mt. and lift as shown below including clearing

the site etc. complete.(Including dewatering) (a)

Providing and laying foundation concrete of

proportion as under by using cement, sand and

machine crushed course aggregate laid in situ

including necessary temping, smooth finishing,

watering and curing as directed with all leads and

lifts etc complete. (a) PCC 1:3:6 (MSA 40)

Providing and laying in position reinforce cement

concrete using crushed aggregate including

providing necessary form work, centering,

3 vibrating, smooth specified finishing, curring as 425.43 Cmt 5706.00

required for specified leads and all lifts etc

complete in M-25 grade.For walls, including top

and bottom slab of outlet sluice etc

Providing and laying H.Y.S.D. steel bar

reinforcement for R.C.C. works and anchor bars

with providing binding wires including cutting,

bending, welding, binding in position, hooking,

placing in position with all leads & lifts etc.

complete. (D) For TMT Bars (Fe-550 D)

Providing weep holes 100 or 110 mm Dia pipe in

5 the retaining wall with required fixtures as directed 26.00 Rmt 314.00

etc complete. (b) P.V.C. pipe (10kg/cm^2)

Providing galvanized iron/cast iron 100 mm dia

6 water spout including iron fitting as per desiga and 6.00 Nos 689.00

drawing etc complete.as per Most Specification.

Backfill with selected earth from outside borrow

area or from excavated stuff including ramming

7 consolidation including watering with lead upto 1 140.00 Cmt 85.00

K.M. and all lifts etc.complete.(Dumper capacity

8 Providing Rubble Apron as per drawing & design. 176.79 Cmt 2615.00

Quarrying transporting and depositing selected

materials from borrow area for raising of

9 embankment work in all zone of earthen dam for 1500.00 Cmt 86.00

specified thickness as directed for lead upto 1 km

and all lifts etc.complete.

Dryrolling of earth work with light rollers (upto 2 ton

capacity) as directed with all lifts etc. complete.

Care & Diversion of river as directed including

11 dewatering of earth dam foundation including 1.00 L.S.

C.O.T. during construction etc. completed.

In words Forty Six Lakh Thirty three Thousands one hundred Seven Rupees and Twenty nine paisa Only

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

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

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.