Construction of Vented Dip on Dantiya Pamar Faliya Primary School Road, Taluka. Limkheda District Dahod

Name of Work : Construction of Vented Dip on Dantiya Pamar Faliya 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 Dismantling the existing structure including removing and

stacking with All lead & Lifted dismantled materials as and 300.00 Cum 952.51

where directed. (A) R.C.C. Work

2 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.

3 Excavation for foundation upto 1.5m depth including sorting

out and stacking of useful materials and disposing off the 911.00 Cum 259.93

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

4 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 170.00 Cum 458.30

5 Providing & filling in foundation with ordinary cement concrete

M-100 mix and providing necessary vertical pin headers 105.00 Cum 3207.71

including formwork vibrating ramming & curing complete.

6 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

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

7 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 60.00 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.

8 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 20.00 Cum 4220.52

joints with bitumen complete.

9 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 3.00 MT 73858.69

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

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

10 Providing and laying in position FE 500D TMT bar

reinforcement including cutting, bending, hooking and tying 7.55 MT 73243.02

complete as per detailed drawings. (A) Solid Slab

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

including white washing etc. complete. 44.00 Nos 350.80

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

the back of abutments returns and wing walls as per detailed 10.00 Sqm 1268.86

13 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 236.00 Cum 191.90

site, spreading, grading to required slope and compacted to

meet requirement of table No. 300-2)

14 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 96.00 Cum 2088.16

vibratory roller 80 to 110 kn static weight to achive desire

density etc. completed.

15 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.

16 Providing and casting in situ controlled Cement Concrete M-

300 for R.C.C. Raft and cutt-off walls including necessary 38.00 Cum 4724.92

shuttering laying, vibrating, ramming and curing complete.

17 Diversion Ahead Sign :-Providing and fixing sign boards made

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel); size 180x60 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.)

of 50 x 50 x 5mm / 50NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as

per theinstruction of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted

by contractor. (A) Class-C Type-11 Retro Reflective sheeting

In Words: Fifty-Eight Lakh Twelve Thousand Seven Hundred Eighty-One Rupees and Eighty-Three Paise.

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. 364515.64 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