Construction of Footover Bridge at Kotharkhadi connecting to Umarsadi Machhiwad village to Umarsadi Machhiwada Beach Ch. 0/00 to 0/2 Ta. Pardi Dist. Valsad

No. figures Amount

1 Providing flood gauge marks on sub structure as per design including 23.00 Rmt 159.08

painting as directed etc. complete.

2 Excavation for foundation in hard murrum and boulders and very stiff or 585.00 Cum 598.13

sticky clays and other similar strata including sorting and strutting and

dewatering as necessary and disposing of excavated stuff as directed.

3 Providing and filling in foundation with ordinary cement concrete M-15 117.00 Cum 3610.39

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

4 Diversion of water course, providing cofferdam and bund or island as 9.00 Each 202000.00

may be necessary for foundation and maintaining the same for the

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

5 Empty boring through all sorts of strata for providing 1.20m. diameter 906.00 Rmt. 5292.44

R.C.C. bored piles to required depth including providing necessary

casing pipes with all plants and equipments as required etc. complete

as per specifications.

6 Providing and casting in situ controlled concrete M-45 for R.C.C. bored 1025.00 Cum 5038.76

piles of 1.20 M dia. including ramming, vibrating and finishing excluding

reinforcement complete.

7 Providing and placing in position I.S.I. mark deformed bar 425.20 M.T. 73043.66

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 R.C.C. bored

piles, R.C.C. pile cap (A) Abutment cap and dirt wall (B) Pier cap,

R.C.C Pier, Abutment, Return Wall (C) Side Wall (D) Seismic arrestor &

Pedestal (A) Solid slab type of super structure and deck slab. (A)

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

8 Conducting load testing (Prefer Static load test) of a single pile up to 4.00 No. 35767.11

following capacity in accordance with IS:2911 (Part-IV) including

installation of loading plate form and preparation of pile head or

construction of test cap and dismantling of test cap after test etc. with

all labours, material, tools & plate, equipments, machinery etc.

complete as per drawing and specification, as directed by Engineer.

(Initial load test & Routine load test)

9 Performing Integrity Test (low strain) on vertical pile. The item shall 52.00 No. 1212.00

include chipping of weak concrete at the top of pile, leveling, bending of

reinforcing bars, preparation of pile head including testing with pile

driving analyser or approved equivalent. To be carried out at least

days after concreting of piles. A specialist approved Agency shall be

employed by the Contractor for the test. The test shall be carried out as

per relevant ASTM code.The item is including complete testing with

approved apparatus, analysis of results and conclusions including

submission of test reports in three hard copies with soft copy in CD.

10 Providing and casting in-situ controlled cement concrete M-45 for 572.00 Cum 5238.42

R.C.C. piles cap including necessary form work vibrating, curing and

finishing complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Chipping and dressing of the RCC piles upto cut-off level including 55.00 Cum 909.91

cleaning of reinforcement and removal of dismantled materials etc. for

providing pile caps as directed by Engineer and as per specification.

12 Providing Steel Liner 8 mm thick for pile including fabricating and 35.00 M.T. 47323.74

setting out as per detailed drawing.

13 Providing and casting in situ controlled cement concrete M-45 for 147.00 Cum 5540.44

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.

14 Providing and casting in situ controlled cement concrete M-45 for 56.00 Cum 5856.94

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.

15 Providing and casting in situ controlled cement concrete M-45 mix for 276.00 Cum 5619.74

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

cement concrete M-50 bed blocks or pedestals of required size below

bearings as per detailed drawings including centering, shuttering,

scaffolding wherever necessary laying, vibrating, curing and finishing

16 Providing and laying in position fully moulded restrained elastromeric 608256.00 Cu.c 1.06

bearing as per datailed drawings. m

17 Providing and casting in situ precast controlled cement concrete M-45 328.00 Cum 5679.89

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

vibrating, curing and finishing complete. (A) Solid slab type of super

structure.

18 Steel work, welded in built up sections framed work including cutting, 346.00 M.T. 90478.63

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 connected to common rafters and the like. (Grade of structural

steel shall be E-350)

19 Providing and fixing Roof covering sheet (Ferrari Fabric - 502 – 590 750.00 Sq.m. 8322.63

GSM) PVC coated fabric, water proof, UV protected and Fire retardant

as directed by engineering in charge with all arrangement and

equipment required.

20 Providing and casting in situ controlled cement concrete M-45 for 83.60 Cum 5649.98

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

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

21 Providing P.V.C. 100mm dia. water spouts including necessary iron 100.00 No. 159.37

grating as per detailed drawing including placing etc. complete.

22 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.

23 Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm 65.00 Sq.m. 702.13

24 Dismentaling the existing structure including removing and stacking the 2.00 Cum 909.91

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Providing and applying one coat Epoxy Phenolic primer of DFT 50 1495.00 Sq.m. 177.76

micron and two coats of Epoxy Phenolic coating of DFT 100 microns

each or any other equivalent epoxy coating system to all concrete

surfaces exposed to atmosphere in substructure including cost of

material, labour, transportation, scaffolding and preparing the surfaces

by cleaning, washing, brushing, sand / grit blasting etc. complete and

as directed by Engineer and as per specification. (Paint shall be got

approved from Engineer and tested from approved laboratory).

26 Providing fusion bonded Epoxy coating not less than 175 micron 171.00 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.

27 Providing fusion bonded Epoxy coating not less than 175 micron 256.00 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

28 Structural steel work for inspection platform railing & ladder (Confirming 24878.00 Kg. 131.83

to IS 4923-1997) riveted, bolted or welded in builtup for all type

sections, in framed work, including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all complete as

per the structural designs and directions of Engineer in charge.

29 Earth work for embankment including breaking clods, dressing with all 1023.00 Cum 169.44

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

30 Clearing and grubbing of road land including uprooting trunk 1.00 Hect. 28393.04

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

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.

31 Construction of 200 mm thick compacted GRANULAR SUB BASE 205.00 Cum 1421.07

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

mm to 2.36 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

32 Construction of 200 mm thick compacted granular sub base (Grading- 205.00 Cum 1313.00

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

33 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) (Two 256.00 Cum 1360.47

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.

34 Providing and applying priming coat using Slow Setting (SS-1) emulsion 1023.00 Sq.m. 86.86

asphalt at the rate of 7.5kg/10 Sq.M. on water bound macadam /

W.M.M surface etc. complete including cleaning the surface with cost

of all labour materials.

35 Providing & laying 75 mm. thick Bituminous Macadam (grading-2) with 169.00 M.T. 3696.60

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

RS-1 for tack coat @ 2.50 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.

36 Providing and laying 25 mm thick Semi Dense Bituminous Carpet using 59.00 M.T. 4560.12

specified graded crushed Black trap stone aggregates as per MORTH

gradation using VG-30 (60 / 70) bulk bitumen for mixing at the rate of

5.0 % (50.0 Kg./M.T.) by hot mix process in drum mix plant and hot laid

process using paver finisher to the required camber and grade,

including rolling with vibratory roller to achive desired density including

cost of clearing using fire wood, oil, Kerosene, labour charges and hire

charges of machineries etc. complete.

37 Providing and laying compacted 100 mm thick of specified quarry spall 19.00 Cum 864.56

in side shoulder including carraige of material and spreading on

prepared base including compacting as per MOST specification etc.

38 Road marking with hot applied thermoplastic paints with reflectorising 120.00 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 130 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

39 Cat Eye/ Road Stud/ RPM :- Supplying of moulded Twin shanks Raised 64.00 No. 217.41

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 13.65 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.

40 Direction sign (Junction board) :- Providing and fixing sing boards made 1.00 No. 14831.71

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)

41 Cautionary Warning Sign :- Providing and fixing sign boards made out 1.00 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)

42 Informatory Signs :- Providing and fixing sign boards made out of 2mm 1.00 No. 3856.90

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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

43 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.00 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)

44 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.

45 Providing and fixing Guard stone as per I.R.C. type design including 20.00 No. 349.11

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

46 Excavation for foundation upto 1.50 mt. depth including sorting out and 2163.00 Cum 248.16

stacking of useful material and disposing off the excavated stuff within

all lead and lift for Dense or hard soil.

47 Providing and laying rubble Gabion (each stone weight not less than 40 2188.00 Cum 1041.05

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

48 Providing and Supplying of Mechanically Woven, Double Twisted, 2188.00 Cum 1338.25

Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes, Mesh opening

Type : 10 x 12, Wire dia: 2.7/3.7 mm, Selvedge wire dia: 3.4mm.

49 Providing, supplying and installation of 200 GSM Non Woven 1050.00 Sq.m. 45.45

Geotextile needle punched, polypropylene material having minimum roll

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

50 Metallizing of steel work of girders with sprayed aluminium after surface 2928.00 Sq.m. 741.65

preparation by Sand/grit blasting, aluminium after surface preparation

by Sand/grit blasting, followed by one coat of each primer (IS:5666) &

one coat of paint (IS:2339) with all labour, T&P and complete job duly

conforming to all relevant specifications material as a and process

given under Clause 39 of IRS-B1-2001. Note: Nominal thickness of

sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome

25-30 microns and DFT of each coat of Aluminium paint primer shall be

12-14 microns.

51 Providing and erecting a 'W' type metal beam crash barrier comprising 80.00 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 75 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

52 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 3446.51

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

53 Providing and executing Temporary Diversion for construction work 140.00 Rmt. 96501.46

including all labour, materials, machinery, tools, plants, transportation,

leads, lifts and all incidental works as per MORTH specifications, IRC

Standards and directions of the Engineer-in-charge, details items

including clearing and grubbing, earthwork in embankment / subgrade

including excavation from approved borrow areas, breaking clods,

placing, spreading, dressing, watering, rolling, compaction in layers at

Optimum Moisture Content (OMC) to the specified dry density, filling

depressions formed during compaction and all leads and lifts,

supplying, stacking, spreading, watering and compacting approved

hard murrum, GSB-200 mm (Grading-I), WMM 250 mm thick (Wet Mix

Macadam) in two layers of 125 mm each, rubble apron with Hexa

Gonal Mesh, 1200 mm diameter NP-3 RCC Hume Pipes, safety sign

boards, W beam metal crash barrier.

54 Providing of temporary Steel Platform for Material Supply and 50.00 Rmt. 309676.10

Construction work including steel work, welded in Steel liner 0.8 m dia.

made form 8.0 mm plate, built up sections for supporting platform work

including planning and designing of platform by agency, 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 connected to common rafters and the like.

Total Rs.

i.e. Rs. Thirteen Crore, Eighty Four Lacs, Fourty Nine Thousand, Fourty One and Ninety Nine paisa only

Deputy ExecutiveExecutive

Divisional

Sr. Engineer

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. 1,27,31,567.56 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 order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Pardi Valsad Valsad