Construction of Major Bridge at Chikhalda V.A. road (V.R.) at Ch. 0/0 to 0/200 Ta. Waghai, Dist. Dang.

No. figures Amount

1 Providing flood gauge marks on sub structure as per design including 12.00 Rmt. 169.64

painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 28.00 Steps 289.19

3 Providing and laying filter media 600mm as directed at the back of 228.00 Smt 1342.41

abutments, returns and wing walls as per detailed specifications etc.

4 Providing and filling sand behind abutment & between returns in layers 959.00 Cum 571.93

as directed.

5 Excavation for foundation in hard murrum and boulders and very stiff 421.00 Cum 642.99

or sticky clays and other similar strata including sorting and strutting

and dewatering as necessary and disposing of excavated stuff as

6 Excavation in large boulders and soft rock by welding including sorting 2274.00 Cum 754.14

strutting and dewatering as necessary and disposing off the excavated

stuff as directed.

7 Excavation in hard rock by dry wet blasting and chiselling including 310.00 Cum 1763.08

dewatering preparing foundation base by proper benching and

stepping and disposing of the excavated stuff as directed. (B) Blasting

prohibited

8 Providing and filling in foundation with ordinary cement concrete M-15 211.00 Cum 3732.30

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

9 Diversion of water course, providing cofferdam and bund or island as 6.00 Each 40400.00

may be necessary for foundation and maintaining the same for the

period as may be necessary (B) Diversion by cofferdam / island.

10 Providing and fixing steel dowel bar of Fe-550D grade 32 mm dia. for 461.00 Rmt. 600.84

anchoring by drilling holes in foundation strata including, necessary

bending hooking of dowel bars and grouting the holes complete as per

detailed dawing and as directed.

11 Providing & casting in situ Design mix concrete M-30 for R. C.C. 841.00 Cum 4904.55

footing for pier, abutment and return wall footing pad for including

necessary shuttering, laying, vibrating, ramming and curing complete.

12 Providing & filling trenches of excavation in rocky strata with NMC M- 557.00 Cum 3674.15

13 Providing and placing in position I.S.I. mark deformed bar 220.27 M.T. 73703.85

reinforcement (T.M.T.) of grade Fe-550D for RCC footing for pier,

abutment & return wall including cutting, bending, hooking, tying etc.

complete as per detailed drawings and specifications for (A) Abutment

cap and dirt wall (B) Pier cap, R.C.C Pier, Abutment, Return Wall (C)

Side Wall (A) Solid slab type super structure (A) R.C.C.Crash barrier

(B) R.C.C. Approach slab (C) Wearing coat.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

14 Providing and laying weep holes in abutment and returns by using 228.00 Each 91.33

A.C. pipes of 100 mm. including laying in proper grade and jointing the

completed as per directed specification.

15 Providing and casting in situ controlled cement concrete M-30 for 393.00 Cum 5511.36

R.C.C. work in abutment, piers & Return wall as per drawing including

centering, shuttering, scaffolding where necessary laying, vibrating,

curing and finishing complete. (A) Height from 0.0 mt. to 5.0 mt.

16 Providing and casting in situ controlled cement concrete M-30 for 23.00 Cum 5838.97

R.C.C. work in abutment, piers & Return wall as per drawing including

centering, shuttering, scaffolding where necessary laying, vibrating,

curing and finishing complete. (B) Height from 5.0 mt. to 10.0 mt.

17 Providing and casting in situ controlled cement concrete M-30 mix for 168.00 Cum 5591.56

R.C.C. work in pier cap, abutment cap and dirt wall including

controlled cement concrete M-35 bed blocks or pedestals of required

size below bearings as per detailed drawings including centering,

shuttering, scaffolding wherever necessary laying, vibrating, curing

and finishing complete.

18 Providing & fixing in position tar paper bearings as per detailed design 3.00 Job 10100.00

and drawings and specifications etc. complete.

19 Providing and fixing in position Fe-550D steel dowel bars in pier caps 35.00 Each 455.63

or abutment caps for anchorage in fixed end as per detailed drawings

including cutting, bending and welding complete.

20 Providing and fixing in position Fe-550D steel dowel bars in pier caps 35.00 Each 533.60

or abutments caps for anchorage in free end as per detailed drawing

including cutting, bending and welding complete.

21 Providing and casting in situ controlled cement concrete M-30 for 760.00 Cum 5634.23

R.C.C.work in super structure including centering, ramming, vibrating,

curing and finishing complete. (A) Solid slab type super structure.

22 Providing and casting in situ controlled cement concrete M-40 for 71.00 Cum 5743.16

average 100mm thick wearing coat laid as directed including tamping,

vibrating, finishing, curing and filling in joints with bitumen etc.

23 Providing and casting in situ controlled cement concrete M-30 for Kerb 32.00 Cum 5151.24

including formwork, curing and finishing complete.

24 Providing parapet of controlled cement concrete M-30 as per detailed 235.00 Rmt. 1824.39

drawing with necessary reinforcement including shuttering, laying,

vibrating and finishing to line and level complete. (ii) Cast in situ.

25 Providing P.V.C. 100mm dia. water spouts including necessary iron 56.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

26 Providing and fixing marble slab including engraving letters, numbers 2.00 No. 1012.65

and painting etc. complete. (A) size 75 cm x 60 cm x 4 cm.

27 Providing and casting in situ controlled cement concrete M-30 for 23.00 Cum 5442.72

approach slab including form work, curing and finishing etc. complete.

28 Providing pre-moulded asphalt filler joint as per drawings. (A) 12mm 71.00 Sq.m. 703.53

29 Finishing wall with weather proof exterior emulsion paint on wall 352.00 Sq.m. 122.14

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, dust and remains of

loose powdered materials etc. complete

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

30 Dismentaling the existing structure including removing and stacking 507.00 Cum 978.16

the dismentelled materials as and where directed. (A) R.C.C. work.

31 Providing fusion bonded Epoxy coating not less than 175 micron 88.11 M.T. 10162.62

thickness and up to 300 micron to reinforcement bars as per IS13620-

1993/ASTM-775 M including testing of coating at plant and all taxes

(A) 10mm to 16mm dia bar.

32 Providing fusion bonded Epoxy coating not less than 175 micron 132.162 M.T. 7296.24

thickness and up to 300 micron to reinforcement bars as per IS13620-

1993/ASTM-775 M including testing of coating at plant and all taxes

(B) 20mm to 32 mm dia bar

33 Earth work for embankment including breaking clods, dressing with all 952.00 Cum 182.15

lead and lift including watering, rolling and consolidation of sub grade

in layer and consolidation of sub grade in layers at O.M.C. to required

dry density including filling the depressions which occur during the

process using vibratory roller 8 t to 10 t (C) from borrow area within all

lead and lift.

34 Clearing and grubbing of road land including uprooting trunk 0.10 Hect. 28455.10

vegetation, grass, bushes, shrubs, saplings and trees of girth up to

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

unserviceable materials and stacking of serviceable materials to be

used or auctioned upto a lead of 1000 meters including removal and

disposal of top organic soil not exceeding 150mm thickness (C) by

mechanical means in area of light jungle.

35 Supplying, stacking & spreding Hard Murrum 150 mm below sub base 10.00 Cum 818.10

and 100 mm for side shoulder of work as per specification and borrow

material with Min. CBR of 18% laid and compacted over. Compacted

of native soil of min. CBR of 1.8% (including spreading, watering and

consolidation) with vibratory roller exceeding 80 KN and not exceeding

120 KN etc. complete.

36 Construction of 150 mm thick compacted granular sub base (Grading- 146.00 Cum 1476.62

I, Crushed B.T. materials of 53 mm to 9.5 mm @ 50%, 9.5 mm to

mm @ 20%, below 2.36 mm @ 30%) by providing close graded

material, mixing in a mechanical mix plant at OMC, carriage of a mix

material to work site, spreading uniform layers with motor grader on

prepared surface and compacting with vibratory power roller to

achieve desire density, complete clause as per

37 Construction of 150 mm thick compacted granular sub base (Grading- 142.00 Cum 1276.64

IV, Crushed B.T. materials of 26.5 mm to 9.5 mm @ 64%, 9.5 mm to

4.75 mm @ 11%, below 4.75 mm @ 25%) by providing close graded

material, mixing in a mechanical mix plant at OMC, carriage of a mix

material to work site, spreading uniform layers with motor grader on

prepared surface and compacting with vibratory power roller to

achieve desire density, complete clause as per

38 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) (Two 226.00 Cum 1493.79

layers each of 125 mm) using machine crushed black trap aggregate

of 40 to 50 mm size in the material as per MORT&H specification

including premixing the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers to site, laying in uniform

layers with paver in sub base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

39 Providing and laying priming coat with emulsion SS-1 grade and 834.00 Sq.m. 63.39

spraying emulsion with spray set fitted on mechanical bouzer using

emulsion at the rate of 7.50 kg/10 smt on WMM surface including

cleaning the surface etc. complete.

40 Providing & laying 50 mm thick Bituminous Macadam (grading-2) with 93.00 M.T. 2897.99

B.T. aggregate as per MORT & H specification & bituminous emulsion

RS-1 for tack coat @ 2.5 Kg /10 Sq.m. on B.T. surface with

mechanical sprayer & bitumen grade VG-30 for mixing @ 34 Kg. /

M.T. i.e. 3.4% of total weight of mix including heating & mixing the

aggregate & asphalt in drum mix plant and spreading the same by

paver finisher & consolidation with vibratory roller including providing

all materials equipments, tools & plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own machinery drum

mix plant & paver finisher etc. complete.

41 Providing and laying 50 mm D.B.M. with B.T. aggregate as per 97.00 M.T. 3403.51

MORT&H specification with emulsion RS-1 for tack coat @ 2.5 Kg./10

smt. with mechanical sprayer & bitumen VG-30 grade for mixing @

45.00 Kg./MT. i.e. 4.5% by total weight of mix heating and mixing the

aggregate & asphalt in continuous drum mix plant and transporting to

site and spreading the same by sensor paver finisher & consolidation

with vibratory roller including providing all materials equipments, tools

& plant, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & sensor paver finisher

etc. complete.

42 Providing and laying 25 mm thick compacted Semi Dense Bituminous 49.00 M.T. 3482.62

Concrete using stone chips as per MORT&H gradation & 60/70 (VG-

30) grade asphalt for mixing @ 5.0% by weight of total mix for binder

including heating the aggregate and asphalt by drum mix plant.

43 Road marking with hot applied thermoplastic paints with reflectorising 45.00 Sq.m. 367.73

glass beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectrorising glass

beads @250 gm per sqm area, thickness of 2.5 mm in 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 line/center line/cut patta. The white colour marking should

provide luminance coefficient on cement road shall be min

mcd/m^2/lux and Asphalt road shall be min 100 mcd/m^2/lux during

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

performance criteria for night time reflectivity and skid resistance as

mentioned in Section -15 of IRC 35-2015, warranty for retro reflectivity

shall be two years.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

44 Cat Eye/ Road Stud/ RPM :- Supplying of moulded Twin shanks 50.00 No. 217.41

Raised pavement markers made of Polycarbonate and ABS moulded

body and reflective panels with micro prismatic lens (No Glass bead

added) capable of providing total internal reflection of the light entering

the distance and shall support a load of 13635 Kgs. tested in

accordance to ASTM-D 4380 Type H and complying to specifications

of Category - A of MORTH circular No. RW/NH/33023/10-97-DO in Dt.

11.06.1997. The height, width and length shall not exceed 20mm,

130mm and 130mm and width minimum reflective area of

Sq.cm on each side and slope to the base shall be 35 +/- 5 degrees.

The strength of detachment of the integrated cylindrical shaks (of

diameter not less than 19 +/- 2 mm) from the body is to be a minimum

valve 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 manufacture's recommendations and the colour of

the marker should be as per the IRC 35-2005 and as directed by

engineer in charge.

45 Direction sign (Junction board) :- Providing and fixing sing boards 2.00 No. 14831.71

made out of 2mm aluminium sheet size 244 x 122cms. rectangle as

per the design of IRC-67-1977 pre treated with phospheting process &

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. specifications, letters and numerals should be as

per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated

from suitable size ironangle of 50 x 50 x 5mm, 75 x 75 x 6mm as

required; painted with best quality epoxy coatings in black and white

bends. The details of symbol 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 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR)

46 Cautionary Warning Sign :- Providing and fixing sign boards made out 2.00 No. 3808.66

of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as

per design of IRC-67-1977. Pre treated with phospheting process &

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. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x

6mm as required; painted with best quality epoxy coatings in black

and white bends. The details of symbol 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 x 45 x 60 cms. for each leg including excavation,

curing etc. complete under the supervision of engineer in charge. (A)

Engineer Grade (VR)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

47 Informatory Signs :- Providing and fixing sign boards made out of 3.00 No. 3856.90

2mm aluminium sheet size 80 x 60cms. rectangle as per the design of

IRC-67-1977 pre treated with phospheting process & 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. Specifications; 3.1m long stand post and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required, painted with best quality epoxy coatings in black and white

bends. The details of symbol for each board shall details of symbol 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 x 45 x 60cms. for

each leg including excavation curing etc. complete under the

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

48 Hazard Marker Sign :- Providing and fixing sign boards made out of 4.00 No. 2423.74

2mm aluminium sheet size 90 x 30cms. rectangle as per the

design/drawing attached (IRC) pretreated with phospheting process &

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. specifications, 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x

5mm painted with best quality epoxy coatings. The fixing at site shall

be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg including

excavation curing etc. complete under the supervision of engineer in

charge. (A) Engineer Grade (VR)

49 Providing and fixing Hectometer as per I.R.C. type design including 4.00 No. 356.50

painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10.

50 Providing and fixing Guard stone as per I.R.C. type design including 30.00 No. 350.81

white washing etc. complete (ii) Fixing in C.C. 1:5:10

51 Excavation for foundation upto 1.50 mt. depth including sorting out 554.00 Cum 266.78

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for Dense or hard soil.

52 Providing and laying rubble Gabion (each stone weight not less than 1120.00 Cum 1092.52

40 Kg) including hand packing and filled in the interstices with quarry

53 Providing and Supplying of Mechanically Woven, Double Twisted, 1120.00 Cum 1212.00

Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes, Mesh

opening Type : 10 x 12, Wire dia: 2.7/3.7 mm, Selvedge wire dia:

Providing, supplying and installation of 200 GSM Non Woven 672.00 Sq.m. 45.45

Geotextile needle punched, polypropylene material having minimum

roll size of 5 mt. x 100 mt. including all labours etc. complete.

55 Providing and laying rubble pitching of 22.50 cm. thick with filling the 250.00 Sq.m. 736.68

sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and

cms. x 30 cms. panel wall as per the detailed drawing with necessary

excavation and providing water chutes of C.C. 1:3:6 at 24.00 mt. C/C

providing pointing on rubble pitching in C.M. 1:3 etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

56 Providing and erecting a 'W' type metal beam crash barrier comprising 208.00 Rmt. 3496.62

of 3 mm thick corrugated sheet metal beam rail 70 cm above

road/ground level fixed on ISMC series channel vertical post 150 x

x 5 mm spaced 2 mt centre to centre, 1.8 mt height, 1.1 mt below

ground /road level, all steel parts and fitments to be galvanised by hot

dip process, all fittings to confirm to I.S 1367 and I.S 1364, metal

beam rail to be fixed on the vertical post with a spacer of channel

section 150 x 75 x 5 mm, 330 mm long complete as per clause

57 Providing Designing Supplying and Installation of extruded Bi-Axial 480.00 Sq.m. 111.10

Polypropylene 30 kn GeoGrid including all labours & etc. complete.

58 Providing Designing Supplying and Installation of extruded Bi-Axial 756.00 Sq.m. 141.40

Polypropylene 40 kn GeoGrid including all labours & etc. complete.

59 Supplying and fixing reinforced concrete heavy duty non-pressure 225.00 Rmt. 3469.26

pipes with collars for culvert carrying heavy traffic as per IS: 458-1991

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

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

900 mm dia.

Total Rs.

i.e. Rs. Four Crore, Fourty Seven Lacs, Fifty Four Thousand, Eight hundred Fourty Seven and Sixty Two paisa only

I/We am/are willing to carry out the work @ ______________ % 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

Net Rs. ___________________________ Total Rs. ________________________

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.

5. Credit for dismantalled materials of amount of Rs. 101400.00 must be recovered from 1st R.A. bill of Contractor's.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Waghai Ahwa Ahwa

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and

are given to provide a common basis for bidding. The basis of payment will be the

actual quantities of work ordered and carried out, as measured by the Contractor

and verified by the Engineer and valued at the rates and prices tendered in the

priced Bill of Quantities, where applicable, and otherwise at such rates and prices

as the Engineer may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so

far as it is otherwise provided under the Contract, include all constructional

plant, layout, supervision, materials, erection, maintenance, insurance, profit,

taxes and duties, together with all general risks, liabilities and obligations set out

or implied in the Contract.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed

to enter a rate or price shall be deemed to be covered by other rates and prices

entered in the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included

in the items provided in the priced Bill of Quantities, and where no Items are

provided the cost shall be deemed to be distributed among the rates and prices

entered for the related items of Work.

7. General direction and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. References to the relevant

sections of the contract documentation shall be made before entering rates or

prices against each item in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the

specification for Road and Bridge works. For building works specifications for

building are to be followed.

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause 29 of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required

blasting, or the use of metal wedges and sledgehammers, or the use of

compressed air drilling for its removal, and which cannot be extracted by ripping

with a tractor of at least 150 kw with a single rear mounted heavy duty ripper.

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 figures

book of specifications)

------ As separate sheet attached -------

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 Quantity Unit Rate Amount

No. (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

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

(in words)………………………………………………….………………………………………………...

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

(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.