Construction of Major Bridge at Kelvani Dungar Faliya Road to Shiv Faliya Road (V.R) (K.M 0/2 to 0/4) Ta:Dharampur Dist:Valsad

No. figures Amount

1 Providing flood gauge marks on sub structure as per design including 12.00 Rmt 159.03 ₹

painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 46.00 Steps 224.31 ₹

3 Providing and laying filter media 600mm as directed at the back of 359.00 Smt 1248.75 ₹

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

4 Providing and filling sand behind abutment & between returns in layers 979.00 Cum 480.41 ₹

as directed.

5 Excavation for foundation in hard murrum and boulders and very stiff or 1142.00 Cum 598.13 ₹

sticky clays and other similar strata including sorting and strutting and

dewatering as necessary and disposing of excavated stuff as directed.

6 Providing and filling in foundation with ordinary cement concrete M-15 290.00 Cum 3610.39 ₹

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

7 Diversion of water course, providing cofferdam and bund or island as 8.00 Each 40400.00 ₹

may be necessary for foundation and maintaining the same for the

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

8 Empty boring through all sorts of strata for providing 1.20m. diameter 396.00 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.

9 Providing and casting in situ controlled concrete M-35 for R.C.C. bored 448.00 Cum 4906.61 ₹

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

reinforcement complete.

10 Providing and fixing in position steel bar reinforcement of steel bar 319.24 M.T. 73029.60 ₹

reinforcement of steel grade FE-550D TMT for (A)R.C.C. bored piles

(B) Pile cap (C) Abutment cap and dirt wall (D) Pier cap ,R.C.C Pier,

Abutment, Return Wall (E) Side Wall (F) Solid slab type super structure

(G) R.C.C Crash Barrier (H)R.C.C. Approach slab (I) Wearing coat as

per detailed drawing including cutting hooking, tying, welding and

including forming the cage and lowering it in position. Complete

11 Conducting load testing (Prefer Static load test) of a single pile up to 3.00 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)

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Performing Integrity Test (low strain) on vertical pile. The item shall 47.00 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.

13 Providing and casting in-situ controlled cement concrete M-35 for 441.00 Cum 5106.26 ₹

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

finishing complete.

14 Providing and casting in-situ controlled cement concrete M-35 for 219.00 Cum 4837.07 ₹

R.C.C. raft ( Footing pad) and cut-off including necessary shuttering,

laying, vibrating, ramming and curing complete.

15 Chipping and dressing of the RCC piles upto cut-off level including 41.00 Cum 886.06 ₹

cleaning of reinforcement and removal of dismantled materials etc. for

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

16 Providing Steel Liner 6 mm thick for pile including fabricating and setting 31.00 M.T. 47323.74 ₹

out as per detailed drawing.

17 Providing and laying weep holes in abutment and returns by using A.C. 359.00 Each 84.96 ₹

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

completed as per directed specification.

18 Providing and casting in situ controlled cement concrete M-35 for 434.00 Cum 5408.28 ₹

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.

(B) Height from 5.0 mt. to 10.0 mt. 41.00 Cum 5724.79 ₹

19 Providing and casting in situ controlled cement concrete M-35 mix for 168.00 Cum 5487.58 ₹

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

cement concrete M-40 bed blocks or pedestals of required size below

bearings as per detailed drawings including centering, shuttering,

scaffolding wherever necessary laying, vibrating, curing and finishing

20 Providing & Fixing in position tar paper bearing as per detailed design 4.00 Job 10100.00 ₹

and drawings and specification etc. complete

21 Providing and fixing in position FE 550D steel dowel bars in pier caps or 35.00 Nos. 453.74 ₹

abutments caps for anchorage in fixed end as per deailed drawing in

cluding cutting bending and welding complete.

22 Providing and fixing in position FE 550D steel dowel bars in pier caps 35.00 Nos. 529.02 ₹

For anchorage in free end as per deailed drawing in cluding cutting

bending and welding .

23 Providing and casting in situ controlled cement concrete M-35 for 760.00 Cum 5547.73 ₹

R.C.C. work in superstructure including centering, ramming vibrating

curing and finishing complete.(A) Solid slab type of superstructure

24 Providing and casting in situ controlled cement concrete M-40 for 71.00 Cum 5597.11 ₹

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

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Reinforced Cement Concrete Crash Barrier (Provision of an reinforced 231.00 Rmt. 1474.60 ₹

cement concrete crash barrier at the edges of the road, approaches of

bridge & on bridge proper structures and medians, constructed with M-

40 grade concrete (excluding reinforcement) conforming to IRC:112 and

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) etc. complete (A) Only crash barrier.

26 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.

27 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.

28 Providing and casting in situ controlled cement concrete M-30 for 23.00 Cum 5296.68 ₹

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

29 Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm 71.00 Sq.m 702.13 ₹

30 Finishing wall with weather proof exterior emulsion paint on wall surface 346.00 Sq.m. 114.54 ₹

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

brushing the surface to remove all dirt, and remains of loose powdered

materials.etc complete

31 Dismentaling the existing structure including removing and stacking the 518.00 Cu.m 909.91 ₹

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

32 Providing fusion bonded Epoxy coating not less than 175 micron 127.70 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.

33 Providing fusion bonded Epoxy coating not less than 175 micron 191.54 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

34 Earth work for embankment including breaking clods dressing With all 4858.30 Cum 177.92 ₹

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

subgrade in layers at O.MC. To required dry density including filling the

depressing which occur during the process using vibrating roller 8.T. to

10 T (A) From borrow area within any km.

35 Clearing and grubbing of road land including uprooting trunk vegetation, 0.10 Hect. 28455.10 ₹

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.

36 Supplying Stacking & Spreding Hard Murrum 100 mm below sub base 159.00 Cum 466.62 ₹

and 150 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 spreding,watering and

consolidation) With Vibtatory roller excceding 80KN and not excceding

120KNetc.complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

37 Construction of granular sub-base (GSB-V) 150 mm thick layer by 198.00 Cum 1133.22 ₹

providing machine crushed B.T. material satisfying MORT&H

specification (Fifth revision) of Grading V 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.

38 Providing & laying spreading and compacting stone aggregate 53 mm to 280.00 Cum 1197.86 ₹

22.4 mm size to W.B.M. 75 mm thick in Three layers including

spreading in uniform thickness, hand packing, rolling with vibratory roller

8 to 10 tonnes to proper grade and camber, applying and brooming

requisite type of screening/ binding/ filler materials to fill up the

interstices of coarse aggregate, watering and compacting to the

required density. Grading II using screening type A (13.2 mm stone

aggregate)

39 Providing and applying priming coat using Slow Setting (SS-1) emulsion 1149.00 Sq.m. 94.73 ₹

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.

40 Providing and laying bituminous base course 37.5 mm thick compacted 84.00 M.T. 2527.19 ₹

with tack coat of Emulsion grade RS1 at the rate of 2.5 Kg./10Sqmt. and

using B.T. stone aggregates of required gradation and asphalt (VG-30)

grade for mixing @ 1.99 % by weight of total mix including heating the

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

paver finisher and consolidation with vibratory roller including providing

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

labour charges etc. complete

41 Providing and laying 50.00 mm thick compacted B.M. in Single Layer 123.00 M.T. 3430.00 ₹

with B.T. aggregate as per MORT&H specification using Emulsion

grade RS1 for tack coat at 2.5 Kg./10Sq.mt. with mechanical sprayer

and bitumen grade VG-30 for mixing at the rate 34.0 Kg/M.T. i.e. 3.4%

of total mix including heating the aggregate and asphalt by Drum mix

plant and spreading the same by finisher and consolidation with

vibratory roller including providing all materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges etc. complete

42 Providing and laying 25 mm thick compacted Semi Dense Bituminuous 64.00 M.T 4212.26 ₹

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 75.00 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

44 Cat Eye/ Road Stud/ RPM :- Supplying of moulded Twin shanks Raised 75.00 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 +/-

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 Cautionary Warning Sign :-Providing and fixing sing boards made out of 4.00 No. 3808.66 ₹

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 refiectivesheeting as per

latest .O.S.T.Specifications; 3.1m long stand postand frame fabricated

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

required; painted with estquality epoxy coatings in black andwhite

bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in 1:2:4

CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation,

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

ngineer Grade(VR)

46 Informatory Signs :-Providing and fixing sing boards made out of 2mm 4.00 No. 3856.90 ₹

aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-

67-1977 pre treated with phospheting process & acid 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(VR)...

47 Hazard Marker Sign :-Providing and fixing sing boards made out of 4.00 No. 2423.74 ₹

2mm aluminium sheet; size 90 x 30cms. rectangle as 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 refiective

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 45x45x 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

48 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.

49 Providing and fixing Guard stone as per I.R.C. type design including 80.00 No. 350.81 ₹

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

50 Excavation for foundation upto 1.50 mt. depth including sorting out and 1610.00 Cum 253.89 ₹

stacking of useful material and disposing off the excavated stuff within

all lead and lift for Dense or hard soil.

51 Providing and laying rubble Gabion (each stone weight not less than 40 3894.00 Cum 1083.82 ₹

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

52 Providing & Suppling of Mechanically Woven, Double 3894.00 Cum 1212.00 ₹

Twisted,Hexagonal wire mesh Zinc+ PVC Coated Gabion boxes; Mesh

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

53 Providing, supplying and installation of 200 GSM Non Woven Geotextile 1716.00 Sq.m. 45.45 ₹

needle punched, polypropylene material having minimum roll size of

mt. x 100 mt. including all labours etc. complete.

54 Providing and laying rubble pitching of 22.50 cm. thick with filling the 1065.00 Sq.m. 596.77 ₹

sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and 30 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.

55 Providing and erecting a 'W' type metal beam crash barrier comprising 400.00 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

x 5 mm, 330 mm long complete as per clause

56 Providing Designing Supplying and Installation of extruded Bi-Axial 750.00 Sq.m. 111.10 ₹

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

57 Providing Designing Supplying and Installation of extruded Bi-Axial 378.00 Sq.m. 141.40 ₹

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

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

58 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 500.00 Rmt. 3446.51 ₹

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

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

(to leval or slopes) of class NP3 of following internal Diameters 900 mm

Total Rs. ₹

i.e. Rs. Rupees Six Crore Thirty Four Lac Seventy One Thousand Six Hundred Eighteen and Paise Eighty Seven 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.1,03,600.00 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 order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

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

Dharampur Valsad Valsad