CONSTRUCTION OF FOUR LANING OF SINDHROT SERKHI KOYLI ROAD KM 00/000 TO 9/200 ( W.S CONSTRUCTION OF MAJOR BRIDGE WITH APPROCHES AT CH: 4/458 TO 4/556 AND MINOR BRIDGE WITH APPROCHES AT CH: 4/276 TO 4/303) DISTRICT:VADODARA IN THE STATE OF GUJARAT.

1 Diversion of watercourse / providing cofferdam and bund or 4.00 Each 158054.90

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.(For Major Bridge)

2 Diversion of watercourse / providing cofferdam and bund or 1.00 Each 113635.10

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.(For Minor Bridge)

3 Demarkation of road alingment including marking out road 3.93 Km. 2706.50

line by providing and fixing wooden pegs or steel rod of

required size at every 25 M to 50 M. including excavating

trenches ion both sodes of 0.30 m. x 0.30M. including

supplying of labours and all materials for every work etc.

4 Providing flood gauge marks on substructure as per design 34.00 Rmt. 160.44

including painting complete.

5 Filling available excavated earth/wethered rock in 3048.00 Cu.m. 133.65

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

and watering.

6 Excavation for foundation in sand , gravel , clay soft soils &

murrum etc. Including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.

(A) Depth upto 3.0 M. 2945.00 Cu.m. 513.62

(B) Depth upto 3.0 to 6.0 M. 108.00 Cu.m. 601.67

7 Empty boring through all Sorts of strata for providing 1.20 1530.00 Rmt 5429.63

MT dia. R.C.C. bored piles to required depth including

providing necessary casing pipe with all plants and

equipment's as required complete.

8 Providing 6mm thick steel liner for piles including fabricating 44.80 MT. 47323.73

and setting out as per detail drawing as directed.

9 Providing and laying controlled cement concrete of M 35 for 1735.00 Cu.m. 4884.81

R.C.C. bored piles of 1.20 mt dia. including ramming,

vibrating and finishing excluding T.M.T Reinforcement

10 Providing and fixing in position CRS Fe 550D TMT for 260.00 MT 77403.60

R.C.C. bored piles as per detailed drawing, including cutting,

bending hooking tying and welding complete and including

forming the cage and lowering it in position.

11 Static Load testing of foundation piles including loading with 4000.00 MT. 187.38

necessary kentledge or any other suitable method as directed

with all arregement & equipment reqired.

12 Dynamic Load testing of foundation piles including loading 4.00 Nos. 35782.11

with necessary kentledge any other suitable method as

directed with all arregement & equipment reqired.

Description of work Quantity Unit Rate In figures Amount

13 Conducting Pile low strain integrity test as per ASTM D 5882- 50.00 Nos. 1200.00

96 code of American Society for Testing on cast -in situ RCC

pile of 1200 mm diameter inclusive of analysis with all

contractor's equipment, manpower, site preparation, lead and

lifts etc. complete as per standard procedure, and as directed

by the Engineer in charge. Note:- Rate is inclusive All

equipment, All labour and consumable required &

Mobilization of equipment

14 Providing & filling in foundation as base course with ordinary 295.00 Cu.m. 3677.41

cement concrete of M 15 mix and providing necessary vertical

pin headers including formwork vibrating ramming & curing

15 Providing and casting in-situ controlled cement concrete of M 1189.00 Cu.m. 5061.11

35 For R.C.C. work for footing & piles cap including

necessary form work vibrating, curing and finishing complete.

16 Providing and fixing in position of steel grade CRS FE-550D 82.20 MT. 77609.06

(TMT) for R.C.C. work for footing & Pile Cap Including

cutting hooking, tying, welding etc., complete as per detailed

drawing and specification.

17 Providing and casting in situ controlled cement with of M35

for R.C.C. work in piers, abutment and Retaining wall as per

drawing including centering shuttering scaffolding where

necessary laying vibrating curing and finishing complete.

(A) Height from 0.0 M to 5.0 M 787.70 Cu.m. 5392.39

(B) Height from 5.0 M to 10.0 M 90.52 Cu.m. 5708.52

(C) Above 10.0 M 0.60 Cu.m. 6495.32

18 Providing and fixing in position fully moulded restrained 645120.00 Cu.cm 1.00

elastometric Bearings as per detailed drawings

19 Providing and casting in situ controlled cement concrete of M 254.30 Cu.m. 5790.33

35 Mix for R.C.C. works in pier cap abutment cap and dirt

wall including controlled cement concrete M 40 bed block or

pedestals of required drawings, centering shuttering,

scaffolding wherever necessary laying vibrating curing and

finishing complete.

20 Providing and fixing in position CRS TMT (FE-550D) bar 174.53 M.T. 77609.06

reinforcement including cutting ,bending, hooking, tying,

welding etc., complete as per detailed drawing and

specification. For pier, Abutments, Aburment cap and dirt wall

, pier cap, sesmic arrester, Pedestal, Inspection platform and

Retaining wall.

21 Providing and casting in situ or precast controlled Cement 697.80 Cu.m. 7633.66

Concrete M-45 for prestressed concrete work in Super

structure including centering, shuttering, curing, scaffolding,

ramming, vibrating, finishing, lauching or shifting complete.(I)

Solid Slab.(II) Deck Slab.(III) Main Girders.(IV) Diaphragm

or cross girder.

22 Providing and fixing in position steel bar reinforcement for 109.10 MT 78464.84

Super Structure of steel grade CRS FE-550D (TMT)

including cutting ,bending, hooking, tying, welding etc.,

complete as per detailed drawing and specification.

(I) Deck slab (II) Main and cross Girder

Description of work Quantity Unit Rate In figures Amount

23 Providing and fixing in position to exact profile high tensile 20.13 M.T. 72402.66

steel wires of required ultimate strength including bending,

cutting, tying providing necessary standard and anchorages,

sheathing, stressing, grouting, ducts as per detailed drawing

including necessary plant and machinery complete.

24 Providing and casting in situ controlled cement concrete of M 145.00 Cu.m. 5547.93

40 for average 100 mm thick wearing coat laid as directed

including tamping vibrating finishing curing and filling in

joints with bitumen complete.

25 Reinforced Cement Concrete Crash Barrier (Providing & 290.00 Rmt 7001.32

laying of an Reinforced cement concrete crash barrier at the

edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with CRS Fe

550D reinforcement conforming to IRC:21 expansion joints

filled with pre-moulded asphalt filler board, Painting Two

Coats, 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)

26 Providing G.I. 100 mm. diameter water spouts including 46.00 Each 536.03

necessary iron gratings as per drawings.

27 Providing and fixing marble slab including engraving and 4.00 Each. 1012.65

painting complete.

28 Providing and casting in situ controlled cement concrete of M 72.00 Cu.m. 5366.13

35 for approach slab including form work curing and finishing

29 Providing and fixing in position CRS FE 550D TMT bar 21.70 MT. 76993.39

reinforement including cutting, bending and tying complete as

per detailed drawings. (A) R.C.C. Approch slab.(B) Wearing

30 Modular Strip / Box Seal Joint (Providing and laying of a 55.00 Rmt 2057.37

modular strip Box steel expansion joint including anchorage

catering to a horizontal movement beyond 70 mm and upto

140mm, complete as per approved drawings and standard

specifications to be installed by the manufacturer/supplier or

their authorised representative ensuring compliance to the

manufacturer's instructions for installation.)

31 Providing & laying weep hole in Abutments, and returns by 903.00 Each 87.07

using A.C. pipe of 100mm including laying in proper grade

and jointing the completed as per detailed specification.

32 Providing and laying - Fitter Media 600mm thick directed at 1279.00 Sqm 1232.67

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

specifications.

33 Providing and laying Pitching on slopes laid over prepared 352.00 Cu.m. 1051.41

filter media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

specifications

34 Providing and laying Filter material underneath pitching in 178.00 Cu.m. 877.69

slopes complete as per drawing and Technical specification

Description of work Quantity Unit Rate In figures Amount

35 Polymer Modified Mirco- Concrete :- 33.72 Cum 43162.45

Providing and laying of polymer modified micro-concrete like

Renderoc RG(L) of Fosroc / Master Emaco S48 CT of

BASF/or equivalent material of Krishna Conchem blended

with washed saturated surface-dry (SSD), graded, low

absorption, high density, aggregates of size 5mm to 12mm at

50% by weight of micro concrete and water at 4 lit. per 25 kg

bag and pouring into the form work using suitable

arrangement or if required using pumping device for uniform

flow of Microconcrete. The side shuttering can be removed

after 3 days and the bottom shuttering after 7 days ensuring

proper bond between the micro concrete and existing concrete

substrate.

Item rate is inclusive of the meterials all labour, supervision,

tools and tackles and transportation but excluding shutering

etc. complete as per specification and as directed

36 Providing and applying anti carbonation, anti fading,mold 1852.90 Sq.m. 118.82

resistant, heat insulating, and 100% acrylic breathable

decorative external waterproof coating of approved shade

having Viscosity @ Room Temperature by Ford cup No. B-4

(dilute 2 parts of product with I part of water) 18 to 30 sec. pH

of 7.00 to 10.00 and Sp.Gravity @ Room Temperature

1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for

exterior masonry and concrete as per DIN EN 1062-6 (2002-

2010) by a NBA Grade "A" accredited institution.

37 Applying two coats of putty & two coats of primer of 1945.80 Sq.m. 40.59

approved brand and manufacture on new wall surface to give

an even shade including thoroughly brushing the surface free

from mortar dropping and other foreign matter and sand

papered smooth.

38 Carrying out load test of super structure as directed including 400.00 MT 169.92

all necessary materials plant equipement,instruments, labour

and arrangements for test directed.

39 Steel work, welded in built up sections framed work including 15000.00 Kg 91.08

cutting, hoisting, fixing in position and applying a priming

coat of red lead paint. (A)In beams and joists,channels angles

Tees, flats, with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters,purlins conneted to

common rafters and the like

40 Painting two coats (excluding priming coat) on new steel and 625.00 Sq.m 66.94

other metal surface with synthetic enamel paint, brushing to

give an even shade including cleaning the surface of all dirt,

dust and other foreign matter.

41 Clearing and grubbing road land including uprooting rank 0.60 Hectare 28455.08

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

upto 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (I) By Mechanical means

in area of light jungle.

properties as C=0Kg/Sq. ∅=35° for embankment including

breaking clods dressing With all lead and lift and including

watering, rolling, and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depressing

which occur during the process using Vibratory roller 8T to

10T. (E) From Borrow area With all lead & lift.

Description of work Quantity Unit Rate In figures Amount

43 Construction of 100 mm thick compacted coarsed granular 128.50 Cu.m 1857.19

subbase by providing coarse graded machine crushed B.T.

material satisfying MOST specification (Grade-V crushed

B.T. stone aggregate 53 mm to 26.5 mm @27.5 %,26.5 mm to

below @ 37.5 % ) including spreading in uniform layer 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 etc. complete.

44 Construction of 100 mm thick compacted coarsed granular 128.50 Cu.m 1791.74

subbase (Grade-I crushed B.T materials of 53 mm to 26.5 mm

@ 35 %,26.5 mm to 4.75 mm @ 45% ,Below 2.36 mm @

%) 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

45 Providing and laying wet mix base course macadam 250 mm 321.20 Cu.m 1844.26

in Two layer (Each Layer 125 mm) using machine crushed

chips as per required gradation mixing with required optimum

quantity of water conveying the mix to site and spreading to

grade and camber with mechanical paver consolidation by

vibratory roller including material, labour, plant and

machinery and equipment etc. complete.

46 Providing and laying 70 mm thick DBM in Single layer using 206.90 M.T. 5243.92

crushed stone aggregate BT chips as per required gradation

and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sqmt

and the VG 40 grade asphalt at 45 kg/MT)by total weight of

mix hot laid process using Batch mix plant including heating

and mixing asphalt & materials by hot mix process

transporting the mix and laying by paver finisher including

consolidation with vibratory roller including cost of material,

labour, machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and machineries &

filler (2%) etc. complete

47 Providing and laying 40 mm Bitumen concrete using crushed 123.40 M.T. 5808.62

stone aggregate BT chips & filler etc. as per required

gradation and using the VG-40 grade asphalt at 54 kg/MT)by

total weight of mix hot laid process using Batch mix plant

including heating and mixing asphalt & materials by hot mix

process transporting the mix and laying by paver finisher

including consolidation with vibratory roller including cost of

material, labour, machinery equipment and fuel , oil , lubricant

for plant and machinery using contractor's own plant and

machineries complete.

48 Providing and applying priming coat with emulsion SS1 grade 1284.60 Sq.m 93.73

at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating and applying etc. complete.

Description of work Quantity Unit Rate In figures Amount

49 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing 241.00 Rmt 3861.23

and erectinga "Thrie" metal beam crash barrier comprising of

3 mm thick corrugated sheet metal beam rail, 85 cm above

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

150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground level, all steel parts and fitments to be

galvanised by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on the

vertical post with a space of channel section 150 x 75 x 5 mm,

546 mm long complete as per clause 811)

Total Of Schedule BOQ:

In Words :- Ten Crore Eighty Six Lakhs Ten Thousand Six Hundred Fifty Three Rupees and Sixty Six Paisa Only.

I/We am/are willing to carry out the work at ……....................................% above/below percent (Should be written in figures and words)

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………...........…% Above

Net Rs. Total Rs.

In words In words

Note 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.

Note 2:-GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 3:-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 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 5:-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the Engineer in

Note 6:-Above all Iteams of Schedual-B with Iteam Description,Unit,Rate & Amount have verified by me and found order.

Deputy Executive Engineer Sr. Divisional Account officer Executive Engineer

Multy Storey Sub. Division City (R&B) Division City (R&B) Division

Vadodara Raopura, Vadodara Raopura, Vadodara

Signature of Bidder: