Bridge

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Earthwork for embankment including breaking clods, dressing 1014.00 One 160.25

with all lead and lift (excluding watering and consolidation) Cum

Selected soil from borrow area within Land width from 27 km.

lead, Executed with machineries (Selected soil to be used for

earthwork shall be from Borrow Area only having CBR not less

2 Earthwork for embankment including breaking clods, dressing 460.13 One 69.46

with all lead and lift (excluding watering and consolidation) (E) Cum

from borrow area within land width from 3 km lead, and

should have CBR not less than 6.00%

3 Excavation for foundation upto 1.5m depth including sorting 55.03 One 284.21

out and stacking of useful materials and disposing of the Cum

excavated stuff upto all lead. Soft Rock Not Required Blasting

4 WBM Grading 1 Providing, laying, spreading and compacting 291.40 One 723.72

stone aggregates of 90 to 45mm sizes to water bound macadam Cum

specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages to

proper grade and camber, applying and brooming, stone

screening/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density

grading I as per Technical Specificaion Clause 405. By Manual

5 Rolling and Watering of earthwork in layers with vibratory 1014.00 One 18.67

roller including filling in depression which occur during the Cum

process as directed.

6 Excavation for foundation upto 1.5m depth including sorting 0.46 One 274.66

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 meter lead. Hard Murrum

7 Excavation for foundation in sand, gravel, clay soft soils and 1626.21 One 324.21

murrum etc. including shoring, strutting dewatering as Cum

necessary and disposing of the excavated stuff as directed.(A)

Depth upto all and lead 3.0M lead upto 100m for 10 Cum

8 Excavation of foundation in hard murrum and boulders and 361.00 One 388.14

very stiff or sticky clays and other similar strata including Cum

shorting out and struting and dewatering as necessary and

disposing of the excavated stuff as directed.

9 Excavation in large boulders and soft rock by wedging 351.00 One 454.95

including shoring, strutting and dewatering as necessary and Cum

disposing of the excavated stuff as directed,

10 Excavation in hard rock by dry-wet blasting and chiseling 99.50 One 1063.68

including dewatering preparing foundation base by proper Cum

benching and stepping and disposing of the excavated stuff as

directed (B) Blasting prohibited.

11 Providing and fixing Mild steel dowel bar of minimum 32mm 72.00 One 448.88

dia. For anchoring by drilling holes in foundation strata Rmt.

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

12 Providing and laying rubble for apron (Each stone weighting 227.00 One 734.93

not less than 40kg) including and packing and filling in the Cum

interstices with quarry spall.

13 Providing and filling in foundation with ordinary cement 359.17 One 2216.45

concrete M-100 mix and providing necessary vertical pin Cum

headers incl. Formwork, vibrating, ramming and curing

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

14 Providing and casting in situ Ordinary Cement Concrete M-200 170.00 One 3853.50

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

15 Providing and casting in situ Contolled Cement concrete M 20 90.90 One 3714.93

mix for R.C.C. works in pier cap, abutment cap, and dirt wall Cum

including controlled cement concrete M 25 bed block or

pedestals for required size below bearings as per detailed

drawings, centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing complete.

16 Providing and casting in situ Contolled cement concrete- M-200 321.60 One 3905.82

for average 75/150/200mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curring and filling in

joints with bitumen complete.

17 Providing and casting in situ Contolled cement concrete- M-200 65.60 One 3777.50

mix for Approach slab including formwork, curing and Cum

finishing complete.

18 Providing and casting in situ Controlled cement concrete M 25 349.60 One 4289.72

mix for Solid slab including formwork, curing and finishing Cum

19 Providing and casting in situ Controlled cement concrete- M- 19.80 One 3589.79

200 Kerb/Kerb blocks including formwork,curing and Cum

finishing complete.

20 Providing and laying weep hole in Abutment and returns by 1178.00 One 39.02

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

21 Providing and laying filter media 600mm. thick directed at the 240.90 One 786.89

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

specifications.

22 Providing and fixing in position Mild steel dowel bars in pier 66.00 One 256.64

cap or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

23 Providing and fixing in position Mild steel dowel bars in pier 66.00 One 373.30

cap or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

24 Providing and laying in Position FE 500D TMT bar 33.666 One 71636.85

reinforcement including cutting, bending, hooking and tying MT

complete as per detailed drawings for the following (A) Piers

(B) Abutments (C) R.C.C. Returns

25 Providing and Fixing in position FE 500D TMT bar 34.430 One 71084.34

reinforcement including cutting, bending, hooking, and tying MT

complete as per detailed drawaing (A)RCC kerb (B) RCC

Footpath (C) RCC Approch Slab (D) Wearing coat.

26 Construction of Precast R.C.C. railing of M 30 grade concrete 154.00 One 1579.30

having 2-tire (Raw) of hand pail dimension as shown on detail Rmt.

drawing and vertical posts not to exceed 2.0m including

necessary TMT steel, formwork, painting with weateherproof

paint, supoplying of all materail, labour etc. complete as per

instruction of Engineer-in-chargee.

27 Providing Pre-moulded asphalt filler joints as per drawings. 186.00 One 772.04

28 Providing PVC 100mm. Diameter water spouts including 66.00 One 158.01

necessary iron gratings as per drawings. No

29 Filling available excavated earth (excluding rock ) in trenches 1994.49 One 88.85

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

30 Dismantling the existing structure including removing and 1.39 One 259.82

stacking the dismantled materials as and where directed. Cum

Stone/Rubble masonary.

31 Dismantling the existing structure including removing and 218.92 One 590.70

stacking the dismantled materials as and where directed. RCC Cum

32 Providing temporary all weather and fair weather diversion 260.00 One 680.71

suitable for traffic during the construction period of the bridge Rmt.

/ Slab drain including providing necessary drains and all safety

measures including red lamps / signals at night for traffic etc.

33 Providing & casting in situ ordinary cement concrete M-150 mix 1674.42 One 2835.98

and providing necessary pin headers including shuttering, Cum

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves For all Hieght For Reruns And Foundation

Steps Of Return

34 Providing and casting -in - situ controlled cement concrete M20 1145.40 One 3664.95

for R.C.C. work in Pier, Abutment, Return & Riding Return as Cum

per drawings including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing complete. (A)

35 Providing and fixing "W" shape metal crash safety barrier 261.00 One 2637.11

comprising of 3mm thick galvanised sheet to be fixed on ISMC Rmt.

150 (150x75x5.4mm) series channel vertical post to be spaced

mtr. c/c to be kept 1.50mtr height as per MOST spesification

incl. necessary foundation, fittings with bolts, painting and

required all process as per specificaation adndd as per

36 Providing and laying PP Extruded Geogrid techgrid PP 3030 907.00 One 137.06

having sperture of 38mmx38mm. The Biaxial Geogrid shall Sqm

have tensil strength of 11kn/m @21.6kn/m 2% & 5% strain

respectively & confirm to attached specification as per direction

of Engineer-in-charge

Two Crore Twenty Two Lakh Twelve Thousand Forty Two Rupees And Sixty Nine Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ below percent ( Should be written in figures

and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Keshod-1 Junagadh