MMGSY

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

1 WBM Grading 1 Providing, laying, spreading and compacting 454.00 One 1478.56

stone aggregates of 45 to 90mm sizes with average lead to water Cum

bound macadam specification including spreading in uniform

thickness, hand packing, rolling with smooth wheel roller 80-100

kN in stages to proper grade and camber, applying and brooming,

stone screening/bindingmaterials to fill-up the interstices of

coarse aggregate, wateringand compacting to the required density

grading I as per TechnicalSpecification Clause 405. By Manual

2 Excavation for foundation upto 1.5 m depth including sorting out 1834.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

3 Excavation for foundation upto 1.5m depth including sorting out 874.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

4 Providing and casting in situ ordinary cement concrete M-150 mix 2459.10 One 3938.30

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m

5 Providing and filling in foundation with ordinary cement concrete 541.00 One 3362.24

M-100 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

6 Providing and casting in situ Contolled cement concrete- M-200 566.60 One 5320.24

for avarage 75/150/200MM thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

7 Providing and laying in Position FE 500/ 500D TMT bar 10.900 One 73858.69

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following (A) Piers (B)

Abutments (C) R.C.C. Returns (D) Walls etc.

8 Providing and Fixing in position FE 500/ 500D TMT bar 4.740 One 73243.01

reinforcement including cutting, bending and tying complete as MT

per detailed drawaing (A)RCC kerb (B) RCC Footpath (C) RCC

App. Slab (D) Wearing coat.

9 Filling available excavated earth (excluding rock ) in trenches 1849.00 One 137.47

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

10 Supplying and fixing reinforced concrete heavy duty nonpressure 707.50 One 5560.00

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

daimeters.I)1200mm. Dia

11 Dismantling the existing structure including removing and 540.00 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

12 Removing all types of Hume pipes and stacking within a lead of 120.00 One 399.13

1000m including earthwork and Dismantaling of Masonary works Rmt.

as per technical Specification Clause

13 Providing and Fixing Flood guage post confirming to IRC 67-2001 8.00 One 3046.16

using engineering grade retro reflective sheeting including No

lettering and border as directed. For New structure.

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

14 Cautionary warning sign:-Providing & Fixing sign boards made 4.00 One 3808.65

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67-1977 Pretrated with phospheting

process & acid atching : coated with one coat of apoxy primer and

two coats of best quality epoxy paint, reflectrorised with retro

reflective sheeting as per latest MOSTspecifications. 3.1mt. lomg

stand post & frame fabricated from suitable size iron angle of

35x35x3 mm., 75x75x6mm. required paited with best quality

epoxy coatings in black and white bends, the detail of symbols for

each board shall be as per the instruction of the engineer in charge.

The fixing at site shall be in C.C. 1:2:4 block of size 45x45x60 cms

for each leg, incl. excavation,curing etc. comp.under the

supervision of Engineer - in charge.

(A) Engineer Grade

15 Informatory Signs:-Providing and fixing sing boards made out of 2.00 One 3856.89

2mm aluminium sheet; size 80 x 60cms. rectangle as per the design No

of IRC-67-1977 pre treated with phospheting process & acid

teching; coated with one coat of epoxyprimer and two coats of

best qualityepoxy paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m long stand postand

frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy

coatings in black and whitebends. the details of symbol for

eachboard shall details of symbol for eachboard shall be as per the

instruction ofengineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each leg. including excavation

curing tec. complete under the supervision of engineer in charge.

(A) Engineer Grade

16 Hazard Marker sign : 4.00 One 2423.73

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*30 cms. rectangle as per design / Drawing attached

(IRC). Pretreated with phospheting process and acid etching :

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

epoxy paint: reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long (2 nos) stand post and

frame fabricated from suitable size iron angle of 35*35*3mm and

50*50*5mm : painted with best quality epoxy coatings in black and

white bends the details of symbole or inscription / numerals for

each board shall be as per the instruction of engineer in charge the

fixing at site shall be in 1:2:4 CC block of size 45*45*60 cms for

each leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge. (A) Engineer grade

17 Providing temporary diversion suitable for traffic during the 280.00 One 721.24

construction period of the bridge/ cd work by levelling existing Rmt.

ground and supplying and spreading quarry spall in layers etc.

Two Crore Twenty Two Lakh Fourteen Thousand Four Hundred Ninety Rupees And Twenty Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be written in

figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

Item Description of Item (With brief specification and reference to book Quantity Unit Rate In Amount

No. of Specification) Figures

In words………………….……………… In words………………….………………

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.

NOTE: Amount Rs 72636 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Palitana Bhavnagar