Construction of Minor Bridge on Chharchhoda Kheda Falia Road at Ch. 1/50 Ta. Garbada Dist. Dahod (Reinvited 5th Attempt)

No. figures Amount

1 Providing flood gauge marks on sub structure as per design 9.00 Rmt 88.88

including painting as directed etc. complete.

2 Providing masonary steps with cement pointing on approaches as 38.00 Each 122.65

3 Providing and laying filter media 600mm as directed at the back of 654.00 Smt 659.49

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

4 Providing and filling sand behind abutment & between returns in 512.00 Cum 268.42

layers as directed.

5 Excavation for foundation in hard murrum and boulders and very 603.00 Cum 271.97

stiff or 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- 48.00 Cum 2259.51

15 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 3.00 No. 8888.00

as may be necessary for foundation and maintaining the same for

the period as may be necessary (A) Diversion by cofferdam (V) Pier

8 Empty boring through all sorts of strata for providing 1.20m. 221.00 Rmt. 2957.04

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

necessary casing pipes with all plants and equipments required etc.

complete as per specifications.

9 Providing and laying controlled cement concrete M-35 for R.C.C. 250.00 Cum 3069.48

bored piles of 1.20m dia. including ramming, vibrating and finishing

excluding reinforcement complete.

10 Providing and placing in position I.S.I. mark reinforcement (T.M.T.) 112.00 M.T. 39497.89

of grade Fe-500D for following items including cutting, bending,

hooking, tying etc. complete as per detailed drawings and

specifications for various structural components.

11 Load testing of foundation piles including loading with necessary 2.00 No. 36640.88

kentledge or any other suitable method as per detailed.

12 Performing Integrity Test (low strain) on vertical pile. The item shall 16.00 No. 1066.56

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 15 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.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

13 Providing and casting in situ controlled cement concrete M-35 for 207.00 Cum 3163.69

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

and finishing complete.

14 Providing and casting in situ controlled cement concrete M-30 for 91.00 Cum 3204.66

R.C.C. raft (footing pad) and cutt-off including necessary shuttering,

laying, vibrating, ramming and curing complete.

15 Chipping and dressing of the RCC piles upto cut-off level including 20.00 Cum 495.06

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 8.00 M.T. 39327.62

setting out as per detailed drawing.

17 Providing and laying weep holes in abutment and returns by using 654.00 Each 46.13

A.C. / P.V.C. 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-30 for 172.000 Cum 3124.67

R.C.C. work in piers, abutments & R.C.C. box return as per drawing

including centering, shuttering, scaffolding where necessary laying,

vibrating, curing and finishing complete for (A) Height from 0.0 mt. to

19 Providing and casting in situ controlled cement concrete M-30 mix 41.00 Cum 3170.89

for 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.

20 Providing and fixing in position Fe-500D steel dowel bars (I.S.I. 16.00 Each 287.16

mark) in pier caps or abutments caps for anchorage in fixed end as

per detailed drawing including cutting, bending and welding

21 Providing and fixing in position Fe-500D steel dowel bars (I.S.I. 16.00 Each 397.50

mark) in pier caps or or abutments caps for anchorage in free end

as per detailed drawing including cutting, bending and welding

22 Providing & fixing in position tar paper bearings as per detailed 1.00 Job 13332.00

design and drawings and specifications etc. complete.

23 Providing and casting in situ controlled cement concrete M-30 for 153.00 Cum 3259.77

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

finishing complete.

24 Providing and casting in situ controlled cement concrete M-30 for 22.40 Cum 3330.87

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 74.00 Rmt. 3046.30

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

approaches to bridge structures and medians, constructed with M-

40 grade concrete with TMT reinforcement conforming to IRC:21

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

as per dimensions in the approved drawing and at locations as

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 8.00 No. 165.32

grating as per detailed drawing including placing etc. complete.

27 Providing and fixing marble slab including engraving letters, 2.00 No. 840.80

numbers 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 21.00 Cum 3223.33

approach slab including form work, curing and finishing etc.

29 Providing and fixing metal expansion joints as per drawings. Details 26.00 Rmt. 1335.87

of expansion joint 50 x 50 x 6mm size two IS and 100 x 6mm MS

plate with 6 x 20 x 25mm long hold fast @ 50 cm / cc on both sides

of expansion joints.

30 Providing and applying one primer coat and two coats of Synthetic 111.00 Sq.m. 63.99

enamel paint on R.C.C. crash barrier and Median verge surface

area exposed to atmosphere including marking of strip of two colors

including cost of material, labour, transportation, scaffolding and

preparing the surface by cleaning, washing, brushing, sand/grit

blasting etc. complete and as directed by Engineering and as per

specification.

31 Providing Designing Supplying and Installation of Extruded Bi-Axial 648.00 Sq.m. 115.37

Polypropylene 30 kn GeoGrid including all labours & etc. complete

32 Earth work for embankment including breaking clods, dressing with 2451.00 Cum 161.41

all lead and lift including watering and consolidation (C) from borrow

area within all lead and lift.

33 Providing & laying compacted WBM Grading-II using MCBT metal 241.88 Cum 820.36

of size 45mm to 63mm in required layers including using 16% stone

screening, 13.2mm size and 8% stone dust as filler including

spreading, watering and consolidation by vibratory roller as per

MORTH specification etc complete as directed by Engineer in

34 Providing and filling in foundation with ordinary cement concrete M- 203.00 Cum 1857.59

100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming & curing complete.

35 Providing and casting in situ ordinary cement concrete M-250 for CC 323.00 Cum 2466.31

Road pavement including formwork curing and finishing complete.

36 Providing trimixed machine for leveling smooth, finishing including 1613.00 Sq.m. 53.33

channel fixing electric supply etc. & dewatering of excess water

through vacume pump including transporting of machine etc.

complete as directed.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

37 Providing I.S.I. mark T.M.T. bar Fe-415 reinforcement for R.C.C. 8880.00 Kg. 39.28

work including bending, binding and placing in position upto floor

two level.

38 Excavation for foundation upto 1.50 mt. depth including sorting out 163.00 Cum 135.10

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for dense or hard soil.

39 Excavation for foundation upto 1.50 mt. depth including sorting out 82.00 Cum 230.20

and stacking of useful material and disposing off the excavated stuff

within all lead and lift for Hard murrum.

40 Providing and casting in situ ordinary cement concrete M-150 mix 439.00 Cum 2279.70

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete without

‘V‘ grooves (A) Height from 0.0 to 5.0 mt.

41 Providing and placing in position I.S.I. mark Fe-415 T.M.T. bar for 2.50 M.T. 39294.74

following items including cutting, bending, hooking and tying

complete as per detailed drawings for well :- curb, staining cap and

dirt wall.

42 Filling available excavated earth (excluding rock) in trenches, plinth, 245.00 Cum 68.00

sides of foundation etc. in layers not exceeding 20 cm. in depth

consolidating each deposited layers by ramming and watering.

Total Rs.

i.e. Rs. One Crore, Thirty One Lacs, Fourty Six Thousand, Four hundred Seventy Four 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.

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,

Dahod Dahod Dahod