Construction of R.C.C. Road Surface For Approach Road Of Hiran-2 Dam From Village Umrethi,Generator Room And Approach Road OF Dam Of D/S To LHS Of Hiran-2 Irrigation Scheme.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book of figures

specifications)

1 Dismantling stone/brick masonry &stacking 116.00 Cum. 616.00

of useful and unusefu material from the

dismantled materials as directed etc

complete. (a) In cement mortar

2 Dismantling of RCC work viz. slab, beam, 15.00 Cum. 1362.00

lintel, barrel, staircase, etc. including

removing the steel from the dismantled

portion without damage to reinforcement

sorting and stacking of useful and unuseful

material from the dismantled material as

directed etc comp

3 Excavation in all sort of strata and formations 96.00 Cum 79.00

incl. depositing the unuseful excavated stuff

as and where directed incl sorting and

stacking useful materials as directed upto

200 mt lead and all lift etc. complete incl.

A) IN OVERBURDEN INCL. HARD

4 Prov. and Laying in position Controlled 10.00 Cum. 4032.00

cement concrete using cement, sand

and crushed aggregate by mass and

machine mix for R.C.C/CC work

including necessary form work

centering scaffolding compaction by

vibrator,curing as directed with all lead

&l ift etc complete Excluding the cost of

FOR PLINTH COURSE & COPING :: B)

Concrete grade M-15 and MSA-40mm

5 Providing,cutting,bending,binding and fixing 3.84 M.T. 75789.00

in position as per drawing H.Y.S.D. BAR

reinforcement for R.C.C. works and anchor

bars incl cost of black annealed 16 to

BWG M.S.. Wire etc.complete with all lead

6 Prov. and Laying in position Controlled 41.00 Cum 5448.00

cement concrete using cement, sand and

crushed aggregate by mass and machine

mix for R.C.C/CC work including necessory

formworks centering scaffolding compaction

by mechanical vibrator,curing as directed

with all lead & lift etc complete Excluding the

cost of reinforcement FOR SOLID SLAB OF

ROAD BRIDGE A) Concrete grade M-20 and

7 Providing & Laying in position controlled 72.00 Cum 4729.00

cement concrete using cement sand &

crushed metal aggregate by machine mix

incl.necessary formworks, compaction by

mechanical vibrator curing as directed with

all lead and lift etc complete. Excluding the

cost of steel. For training wall, side wall and

general purpose.

C) Concrete grade M-20 and MSA-

8 Earthwork / Back filling with selected earth 69.00 Cum 141.00

brought from out side borrow area or from

excavated useful material incl. spreading in

layers, watering , Compaction by

pneumatic/Mechanical equipment and all

lead and lift etc complete.

9 Providing and fixing in position 100/110 mm 22.00 Rmt 358.00

dia PVC Pipe weep holes in the retaining

walls/sidewall/abt etc

10 Box cutting the road surface to proper slope 2703.38 Cum 215.62

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 50Mt.lead.

11 Granular Sub-base with Black trap crushed 1081.35 Cum 934.86

stone Well Graded Material (Table 400.1)By

Mix in Place Method Construction of granular

sub-base by providing Black trap crushed

stone well graded material, spreading in

uniform layers with motor grader on

prepared surface, mixing by mix in place

method with rotavator at OMC, and

compacting with vibratory roller to achieve

the desired density, complete as per

Technical Specification Clause 401. For

Grading I Material

12 Supplying and Stacking of Machine Crushed 1622.03 Cum 737.98

Stone Aggregates, chippings of Hard Stone

25 to 50 mm size free of disintegrated

pieces of deleterious and organic matter ( for

W.B.M.Road ) and grading as per I.R.C.

code with 07.00 K.M. lead including filling

13 Spreading the stone aggregate for rolling 1622.03 Cum 274.73

and W.B.M. including filling the interstices to

required camber and gradient (excluding

spreading of Blindage)(iii) 25mm to 50mm

size crushed stone

14 Rolling and consolidation using vibratory 1622.03 Cum 59.09

road roller 8 - 10 tonne capacity (C) Water

bound Macadam (Layer not exceeding

100mm thickness)

15 Construction of concrete road using tremix 2202.75 Cum 6081.05

system with 22cm thick controlled C.C. M-

300 concrete mixing conplast P-211 water

reduction admixture @ 100 ml/bag of

cement using fixing and removing 'C'

channels of required road depth levelling if

placed concrete with surface vibrator,

finishing the surface with power floter and

towel tight brooming as directed with

providing Contraction joints using cocnrete

cutter machine and filling with sealent etc.

16 Providing and fixing in position FE 500D 65.31 M.T. 73243.02

TMT bar reinforement including cutting,

bending and tying complete as per detailed

drawings. (A) R.C.C. Kerb. (B) R.C.C.

Footpath.(C) R.C.C. Approch slab.(D)

17 (i) Supplying of murrum / binding 961.20 Cum 106.66

18 Spreading blindage or road crust filling the 961.20 Cum 162.22

gaps in metal and leveling to camber and

gradient as directed.(i) Murrum

Total Amount :-

Total Amount :-

In words(Two crore Twenty Seven Lakh Eighty One Thousand Five Hundred Sixty Eight

and Fifteen paisa 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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

(B) For Item Rate Tender (For Above INR 50 Cr. )

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book figures

of specifications)

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

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 Analys`is Standard Cement Consumption has been taken as

per Govt. G.R.: No. MIS 102010/17/K1, dtd. 30/07/2018 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 Executive Engineer

Gir Somnath Irrigation Division