Civil Work

Name Of Work :- Construction of Various Structures on Various road of Ta. Vadodara Dist.Vadodara under MMGSY(N)

Package No.55 / 2025-26 (1)sherkhi ranahar talav road, (2)sindhrot rajpura road

1 Construction of Box Culvert on Sherkhi Ranahar Talav Road (at Chainage 1/200)Ta.:-Vadodara Dist. :- Vadodara

2 Construction of Protection Work on Sindhrot to Rajpura Road Ta.:-Vadodara Dist.:- Vadodara

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Scarifying & removing bitumen macadam surface including Completely 375.00 Sq.mt 40.62

removing out the entire existing bituminous surface, stacking useful materials on

road side and disposing off remaining stuff. complete. as per instruction in Charge

2 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 43.00 Cum 1922.03

22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

3 Earthwork for embankment including breaking clods, dressing with all lead and 1680.00 Cum 176.88

lift (including watering and consolidation) (C) From Borrowarea within all lead

4 Rolling & watering of earthwork in layers with power roller including filling in 154.80 Cum 22.73

depressions which occur during the process.

5 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 115.40 Cum 4864.98

C.C Road laid as directed including temping, vibrating, finishing, curing and

filling in joints with bitumen etc as per Engineer Incharge.

6 Type - A :- Providing and erecting a "W" metal beam crash barrier comprising of 240.00 Rmt 3354.21

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 m high, 1.1 m below ground/road 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 spacer of channel

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

7 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 1028.70 Cum 247.85

useful materials and disposing of the excavated stuff upto 50 meter lead.(B)

Dense or Hard soil.

8 Excavation for foundation in hard murrum and boulders and very stiff or sticky, 109.00 Cum 596.77

clays and other similar strata including shoring and strutting and dewatering as

necessary and disposing of the excavated stuff as directed .

9 Providing and Placing in position mechanically woven double twisted , 2030.00 Cum 2467.43

galvenized without PVC coating "GABIONS" boxes as per IS 16014:2012 made

of mesh size 10 X 12 cm with Mesh wire diameter 3.0 mm, including proving and

lying stones with least dimension of 200mm and tying with lacing wire of

diameter 2.2mm and arranging the same as instructed or as per drawing at the

locations/ structures etc including dressing the slope , minor earth fill with all lead

and lift etc complete.

10 Providing and laying Non Woven Geo Fabric Filter over the excavated surface as 1253.00 Sq.mt 87.27

per specification including stitching with overlap to design profile as directed in

tidal range etc. complete.

11 Providing and filling in foundation with ordinary Cement concrete M-100 mix 130.68 Cum 3306.85

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

12 Providing and casting in situ ordinary cement concrete M-150 mix and 546.00 Cum 3885.47

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

13 Providing and filling in foundation with ordinary Cement concrete mix 30.00 Cum 3677.41

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

14 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft 14.00 Cum 3637.11

and cut-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

15 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 4840.00 Kgs. 77.29

binding and placing in position complete upto floor two level

16 Providing and laying in position FE 500D TMT bar reinforcement including 23.86 M.T 73858.70

cutting, bending, hooking and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

17 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft 16.00 Cum 4549.04

and cut-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

18 Providing and casting in situ Controlled cement concrete M-200 for R.C.C. Raft 76.50 Cum 4443.14

and cut-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

19 Providing and casting in situ Controlled cement concrete M-250 mix and 33.00 Cum 4361.18

providing necessary pin headers including shuttering, scaffolding, laying

vibrating, curing and finishing etc., complete without grooves(Height from 0.0 to

20 Providing and casting in situ Controlled cement concrete M-250 mix and 246.00 Cum 5179.28

providing necessary pin headers including shuttering, scaffolding, laying

vibrating, and finishing concrete without v grooves (Height from 0.0 to 5.0 mt.}

21 Providing and casting in situ controlled cement concrete M-250 for R.C.C. 8.00 Cum 5626.71

solid slab including centering, scaffolding, curing and finishing complete.

22 Providing and Casting in situ controlled cement concrete M-250 for average 75 7.00 Cum 5230.79

mm thick Wearing Coat laid as directed including tempering, Vibrating,

finishing,curing and filling in joints with bituminious complete .

23 Providing and filling sand behind abutment & between returns in layers as 156.00 Cum 456.56

24 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 460.00 No. 84.63

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

25 Providing and laying filter Media 600mm thick directed at the back of abutments, 522.00 Sq.mt 1209.85

returns and wing walls as per detailed specifications.

26 Providing PVC 100mm diameter water spouts including necessary iron 4.00 No. 159.37

gratings as per drawings.

27 Providing 12 mm thick pre moulded asphalt filler joints as per drawings. 8.00 Sq.mt 703.53

28 Providing rubble block pitching of 22.5 cm thick including preparing the surface 721.10 Sq.mt 833.25

including providing panel wall of CC (1:3:6) 3.0 m c/c internal horizontaly and

vertically size 0.35 X 0.35 mt. incl. pointing on top in C.M. 1:3 etc. comp.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

29 Provision of an Reinforced cement concrete crash barrier at the edges of the road, 8.00 Rmt 1380.67

approaches to bridge structures and medians, constructed with M-25 grade

concrete with HYSD 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 dated24 June

as per dimensions in the approved drawing and atlocations directed by the

Engineer, all as specified (i) M 25 Grade Concrete

30 Dismentaling the existing structure including removing and stacking the 37.00 Cum 908.21

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

31 Providing temporary all weather and fair weather diversion suitable for the traffic 1.00 No. 10100.00

during construction period of the bridge including providing necessary drains and

all safety measures including red lamps/signals at night for traffic etcFor HP

Credit For Diversion

Rupees One Crore Fifty Three Lakh(s) Seventy Thousand Three Hundred Thirty One And Paise Twenty

I / We am / are willing to carryout the work at above/Below percent Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

(Please strike out which ever is not applicable.)

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 of Dismentalled /Reuse materils amounting of Rs. 10430.38 Must be fully recovered from respective 1st R.A. Bill Of Contractor's.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

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

Sr.Divisional Account Officer Dy.Executive Engineer

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

Vadodara Vadodara

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

01.Sch B Pkg 55 Vadodara Page