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 Clearing and grubbing of road land incl.uprooting rank 0.62 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of Light

2 Earthwork for embankment including breaking clods, dressing 966.00 One 173.31

with all lead and lift (excluding watering and consolidation) Cum

Selected soil from borrow area with necessary lead

3 WBM Grading 1 Providing, laying, spreading and compacting 444.90 One 1541.51

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

4 Rolling and Watering of earthwork in layers with vibratory roller 966.00 One 23.18

including filling in depression which occur during the process as Cum

5 Excavation for foundation upto 1.5 m depth including sorting out 203.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

6 Excavation for foundation upto 1.5m depth including sorting out 85.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

7 Excavation for foundation in sand, gravel, clay soft soils and 2018.00 One 523.28

murrum etc. including shoring, strutting dewatering as necessary Cum

and disposing of the excavated stuff as directed.(A) Depth upto

3.00mt and lead upto 100m

8 Excavation in large boulders and soft rock by wedging including 2327.00 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

9 Providing and laying rubble for apron (Each stone weighting not 783.70 One 1092.51

less than 40kg) including and packing and filling in the interstices Cum

with quarry spalls.

10 Providing and casting in situ ordinary cement concrete M-15 mix ) 1461.40 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

11 Providing and filling in foundation with ordinary cement concrete 77.00 One 3362.24

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

Formwork, vibrating, ramming and curing complete.

12 Providing and cast in situ Ordinary Cement Concrete M-20 Mix 626.70 One 4308.34

and providing pin headers including shuttering scafolding, laying, Cum

vibrating, curring and finishing complete without V-grooves (A)

Height from 0.0 M to 5.0 M

13 Providing and casting in situ controlled cement concrete M-30 for 433.10 One 5683.95

varies thickness wearing coat laid as directed including tamping, Cum

vibrating, finishing, curing and filling in joints with bitumen

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

No. of Specification) Figures

14 Providing and casting in situ Controlled Cement Concrete M-25 487.10 One 4745.95

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

15 Providing and casting in situ Controlled cement concrete M 25 for 352.80 One 5294.73

R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

16 Providing and casting in situ Contolled cement concrete- M-200 90.50 One 5320.24

for avarage 75/100/150/200MM/ various wearing coat laid as Cum

directed incuding. tamping, vibrating, finishing, curring and

filling in joints with bitumen complete.

17 Providing and casting in situ Controlled cement concrete M 25 39.50 One 5284.12

mix for Approach slab including formwork, curing and finishing Cum

18 Providing and applying one coat Epoxy Phenolic primer of DFT 3990.00 One 233.31

50 micron and two coats of Polyurethane (aliphatic) epoxy paint- Sqm

75 micron DFT each or any other equivalent epoxy coating system

to all concrete surfaces exposed to atmosphere in Substructure &

Super Structure as directed by Engineer and as per specification.

19 Providing and laying weep hole in Aburtments, and returns by 971.00 One 355.52

using PVC pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification(

20 Providing and laying filter media 600mm. thick directed at the 154.00 One 1268.86

back of abutments, returns and wing walls as per detailed Sqm

specifications.

21 Providing and laying in Position FE 500D TMT bar reinforcement 8.990 One 73858.69

including cutting, bending, hooking and tying complete as per MT

detailed drawings for the following (A) Piers (B) Abutments (C)

R.C.C. Returns / Walls / Caps/ Copings etc.

22 Providing and Fixing in position FE 500/500D TMT bar 0.830 One 73243.01

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawaing (A)RCC kerb (B) RCC Footpath

(C) RCC App. Slab (D) Wearing coat.

23 Providing 20 Thick Pre-moulded asphalt filler joints as per 191.00 One 769.62

24 Providing PVC 100mm. Diameter water spouts including 88.00 One 159.36

necessary iron gratings as per drawings. No

25 Filling available excavated earth (excluding rock ) in trenches 2708.00 One 137.47

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

depth consolidating each deposited layer by ramming and

26 Supplying and fixing reinforced concrete heavy duty nonpressure 45.00 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

27 Dismantling the existing structure including removing and 173.00 One 418.96

stacking the dismantled materials as and where directed. Rubble Cum

28 Dismantling the existing structure including removing and 144.00 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

29 Removing all types of Hume pipes and stacking within a lead of 30.00 One 419.01

1000m including earthwork and Dismantaling of Masonary works Rmt.

as per technical Specification Clause 202.(B) Above 600 mm to

mm dia Hume pipe

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

No. of Specification) Figures

30 Diversion: Providing temporary diversion suitable for traffic 350.00 One 2272.50

during the construction period of the C.D. Structure / Bridge / Rmt.

Box Structure work by levelling existing ground and

constructiong suitable compacted embankment, road surface with

providing, laying & consolidation of 200 mm WBM in layers on

carriage width with safety measures like sign board, guard stone

& maintain for motorable road throughout construction period

etc. and also dismantle diversion after completion of work etc.

complete as per instrucion of Engineer-in-Charge.

31 Providing and filling in foundation with ordinary cement concrete 544.90 One 3732.29

M-15 mix and providing necessary pin headers including Cum

formwork vibrating, rammering and curing complete

32 Providing and casting in situ controlled cement concrete M-25 for 451.30 One 5352.76

R.C.C. Wall / Return as per drawings including centering Cum

shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete. (A) Height from 0.0 to 5.0 M. (1)

Piers/R.C.C. Walls (2)Abutment (3) RCC return

33 Provision of an Reinforced cement concrete crash barrier at the 83.80 One 5420.67

edges of the road, approaches to bridge structures and medians, Cum

constructed with RCC M-30 Grade conforming to MORTH

Specification and as per detalls given IRC-5 Including dowel bars

25 mm dia, 450 mm long at expansion Joints filled with pre-

moulded asphalt filler board, keyed to the structure on which it is

built and installed as per design given in the enclosure to MOST

circular No. RW/NH-33022/1/94-DO III dated 24 June 1994 as

per dimensions in the approved drawing and at locations directed

by the Engineer, all as specified.

34 Providing and placing in position FE 500D TMT bar reinforcement 135.44 One 73243.02

including testing of coating at plant and all taxes including MT

cutting, bending, hooking, and tying complete as per detailed

drawing.(A) Solid Slab. / App slab / Wearing Coat

35 Providing and erecting a "W" metal beam crash barrier 408.00 One 3468.34

comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm Rmt.

above road/ ground level, fixed on ISMC series channel vertical

post, 150x75x5mm spread 2m center to center, 1.8m high 1.1m

below ground/road level, all steel parts and fitmwnts to be

galvanised by hot dip process, all fittings to confirm to IS 1367 and

IS 1364, metal beam rail to be fixed on the vertical post with a

spacer of channel section 150x75x5mm, 330 mm long complet as

36 Marking out the centre line of the bridge and various other 2.00 LS 20200.00

component structures and complete lining out and levelling with

DGPS, Total Station,Auto Level including constructing necessary

masonary pillars for line and levels and establishing necessary

bench mark etc, complete as directed

37 Providing and Fixing Flood guage post confirming to IRC 67-2001 2.00 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

38 Road marking with hot applied thermoplastic paints (Yellow 144.00 One 367.72

Colour No. 356 on C.C. Road & White Colour on Asphalt Sqm

Surfaces) with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic compound

mm thick including reflectorising glass beads @ 250gms per sqm

area, thickness of 2.5mm is excluding of surface applied glass beds

as per IRC:35-2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the service life during the day time. The marking should

meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of

IRC 35-2015. Warranty for the Retro reflectivity should be two

39 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 144.00 One 326.23

Raised Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width

and length shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to

the base shall be 35 +/- 5 degree. The strength of detachment of

the integrated cylindrical shanks, (of diameter not less than 19 +/-

2 mm and height not less than 30+/-2 mm) from the body is to b a

minimum value of 500 Kgf. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

40 Supplying & laying of bi-axial extruded high modulus 1666.50 One 253.51

polypropylene geogrid conforming to MORT&H specification for Sqm

base/sub-base reinforcement having minimum tensile strength

30kN/m in the longitudinal and transverse direction, with

10.5kN/m and 21kN/m tensile strength at 2% and 5% strain

respectively in the longitudinal and transverse direction, junction

efficiency not less than 95% and with 38mm X 38mm mesh

41 Cautionary warning sign:-Providing & Fixing sign boards made 6.00 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

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

No. of Specification) Figures

42 Informatory Signs:-Providing and fixing sing boards made out of 7.00 One 3856.90

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

43 Hazard Marker sign : 6.00 One 2423.74

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

44 Providing temporary diversion suitable for traffic during the 70.00 One 721.24

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

ground and supplying and spreading quarry spall in layers etc.

Four Crore Fifteen Lakh Sixty Eight Thousand Nine Hundred Sixty Rupees And Fifty Six 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.

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

No. of Specification) Figures

* Estimated Amount * Estimated Amount

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

Deduct……..……..% Add……..……..%

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 559912.5 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