Construction of Vented Dip on Kundawada Primary School Road, Taluka. Limkheda District Dahod

Name of Work : Construction of Vented Dip on Kundawada Primary School Road,

Taluka. Limkheda District Dahod

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to

Quantity Unit Rate Amount

1 Carry out alignment survey work by total station including

marking of centre line of the Dip and approach road and

various other component structures, taking ground levels and

details of existing structures within 40m from centre line,

providing and fixing necessary reference pillars, establishing 1.00 Job 29037.50

bench marks, establishing foundation layout on ground,

including submission longitudinal section, cross section and

report of survey work in three copies with soft copy in CD to

Engineer-in-charge as directed.

2 Excavation for foundation upto 1.5m depth including sorting

out and stacking of useful materials and disposing off the 1829.00 Cum 259.93

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

3 Excavation for foundation upto 1.5m depth including sorting

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead (D) Soft rock not requiring 188.00 Cum 458.30

4 Providing & filling in foundation with ordinary cement concrete

M-100 mix and providing necessary vertical pin headers 107.00 Cum 3207.71

including formwork vibrating ramming & curing complete.

5 Providing and casting in situ ordinary cement concrete M-200

mix and providing necessary pin headers including shuttering

scaffolding laying vibrating curring and finishing complete 784.00 Cum 4228.26

without ‘V’ groves (A) Height from 0 to

6 Supplying and fixing ISI reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in 53.00 Meter 13368.44

C.M. 1:2 watering and laying (to level or slopes) of class NP4 of

following internal diameters. (vi) 1800 mm. dia.

7 Providing and casting in situ ordinary Cement concrete M.200

mix for av. 100 mm thick wearing coat laid as directed

including tamping, vibrating, finishing, curring and filling in 25.00 Cum 4220.52

joints with bitumen complete.

8 Providing and laying in position FE 500D TMT bar

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following. (A) Piers 3.90 MT 73858.69

(B) Abutments (C) R.C.C. Returns

For Tempreture Reinforcement, Steel Req: 6.00 Kg./Sqm.

9 Providing and laying in position FE 500D TMT bar

reinforcement including cutting, bending, hooking and tying 5.90 MT 73243.02

complete as per detailed drawings. (A) Solid Slab

10 Providing and fixing guard stone as per I.R.C. type design

including white washing etc. complete.

11 Providing and laying filter media 600 mm. Thick as directed at

the back of abutments returns and wing walls as per detailed 13.00 Sqm 1268.86

12 Supplying and fixing ISI reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in 23.00 Meter 6621.26

C.M. 1:2 watering and laying (to level or slopes) of class NP4 of

following internal diameters. (vi) 1200 mm. dia.

13 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundation etc. in layers not exceeding 20 Cm.

in depth consolidating each deposited layers by ramming and 507.00 Cum 137.47

14 Construction of Subgrade and Earthen Shoulders (Construction

of subgrade and earthen shoulders with approved material

obtained from borrow pits with all lifts & leads, transporting to 675.00 Cum 191.90

site, spreading, grading to required slope and compacted to

meet requirement of table No. 300-2)

15 Providing , laying and spreading 150 mm Granular sub base

(Grade-I) by providing close graded B.T.M.C. material single

layer with motor graderon prepared surface, mixing by mix in

place method with rotovator at OMC and compacted with 203.00 Cum 2088.16

vibratory roller 80 to 110 kn static weight to achive desire

density etc. completed.

16 Providing and laying compacted WBM of Grading - II MCBT

metal of size 53 to 22.4 mm in required layers including using

24% stone screening 11.2 mm size and 8% stone dust as filler

including spreading watering & consolidation by vibratory

roller etc. as per MoRTH Specification compelete as directed

by Engineer - in - Charge.

17 Providing & laying Bituminous grout 37.50 mm thick with

asphalt of grade of VG-30 at the rate of 1.99% by weight of mix

for mixing using B.T.Chips of required gradation including

cleaning and heating asphalt premix materials by hot mix

process in proper gradation and laying with paver finisher and 85.00 MT 3182.51

consolidation by roller of 8 to 10 tonnes including cost of all

materials,Asphalt,aggregates, labour Charges,royalty charges

etc.completed as directed. including flushing key aggregate

@0.13 Cum/10 Sq.m.

18 Providing laying and rolling 25 mm thick open graded premixed

bitumineous carpet with B.T. aggregate as specified and using

bitumen for mixing with agreegate at the rate of 3.36 % i.e

33.60 kg/M.T. of total mix including heating and mixing in drum

mix plant and spreading the same with paver finisher and

consolidation with power roller including necessary firewood,

oil, lubricants, labour charges etc. using contractor's own drum

mix plant and equipment, tool etc. completed in accordance

with the requirement of specification.

19 P & L Bitumen seal coat with 0.18 Cmt/ 10 Smt. of stone chips

6mm size & binder grade VG-30 content at the rate of 4.50 %

by total weight of mix . Hot mix laying process is including

heating the asphalt aggregate continuous batching,

transporting the mix and spreading the same by paver finisher

& consolidation with power roller including providing

necessary fire wood, oil, lubricant, labour charges, higher

charges of machinery etc, complete.

In Words: Seventy-Seven Lakh Ninety-Six Thousand Nine Hundred Twenty-Seven Rupees and Ninety-One 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 before execution as directed

and to be approved from the engineer in charge.

Dy. Executive Engineer Executive Engineer

Panchayat (R&B) Sub-Division Panchayat (R&B) Division