Construction of Causeway on Nani Kharaj Road Ta. Dahod Dist. Dahod

No. figures Amount

1 Diversion of water course / providing coffer dam and bund or 1.00 No. 5050.00

island as may be necessary for foundation and maintaining the

same for the period as may be necessary (B) Diversion by

cofferdam / island.

2 Excavation for foundation upto 1.5m depth including sorting out 394.00 Cum 160.89

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead. (B) Dense or hard soil.

3 Excavation for foundation upto 1.5m depth including sorting out 316.00 Cum 284.69

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead. (D) Soft rock not requiring blasting.

4 Providing and laying in foundation with ordinary cement concrete 113.00 Cum 3207.71

M-100 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

5 Providing and casting in situ ordinary cement concrete M-150 mix 587.00 Cum 3577.75

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-groove (A) height 0.0 to 5.0 mt.

6 Supplying and fixing ISI reinforced concrete heavy duty non- 113.00 Rmt. 13368.44

pressure pipes with collars for culverts 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 NP4 of

following internal diameters. (vi) 1800 mm dia.

7 Filling available excavated earth (excluding rock) in trenches, 396.00 Cum 137.47

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

depth consolidating each deposited layers by ramming and

8 Providing and casting in situ ordinary cement concrete M-150 mix 43.00 Cum 3730.76

for av. 75 mm thick wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

9 Providing and placing in position I.S.I. mark T.M.T. bar 3.10 Tonn 73858.69

reinforcement of grade Fe-500 D including cutting, bending, e

hooking, tying etc.complete as per detailed drawing &

specification for the following. (A) For Temperature Steel Req. :

10 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate of 2.00 No. 279.69

marble stone set in C.C. 1:4 including finishing and engraving

letters etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

11 Sign Board per square meter :- Providing and fixing sign boards 4.00 Each 7615.38

made out of 2mm aluminium sheet size 1 Meter x 1 Meter as as

per the design given by engineer in charge 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 may be fabricated

either from suitable size iron angle of 35 x 35 x 3mm & 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.

12 Hazard Marker Sign :- Providing and fixing sign board made out 6.00 Each 2423.74

of 2mm aluminium sheet size 90 x 30 cms. rectangle as per the

design / drawing attached (IRC) pretreated with phospheting &

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.R.T.H. specification, 3.1m long stand

post and frame fabricated from suitable size iron angle of 35 x

x 3mm & 50 x 50 x 5mm 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 instruction of Engineer in

charge. The fixing at site shall be in 1:2:4 C.C. 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).

13 Box cutting the road surface to proper slope and camber for 85.31 Cum 112.02

making a base of road work including removing the excavated

stuff and depositing on the road side slope as directed up to

14 Providing, laying and spreading Granular sub base (Grade-I) by 37.00 Cum 814.06

providing close graded MCBT material in single layer with motor

grader on prepared surface, mixing by mix in place method with

rotavator at OMC and compacted with vibratory roller 80 to

KN static weight to achieve desired density etc. completed.

15 Providing & laying compacted WBM Grading-II using MCBT 49.00 Cum 1152.41

metal of size 53mm to 22.4mm in required layers including using

24% stone screening, 11.2mm 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 charge.

16 Earthwork for embankment including breaking clods, dressing 99.00 Cum 184.85

with all lead and lift including watering and consolidation from

borrow pits within land width.

17 Providing and laying quarry spall of approved quality including 8.00 Cum 557.52

spreading, watering consolidation with vibratory roller including

loading and unloading etc. complete.

18 Providing and casting in situ controlled concrete M-250 mix with 37.00 Cum 4492.48

Trimix C.C Road laid as directed including vibrating, curing and

filling in joints with bitumen complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

19 Providing I.S.I. mark T.M.T. Fe-500D reinforcement for R.C.C. 700.00 Kg. 77.29

work including bending and placing in position complete upto

floor two level.

20 Road marking with hot applied thermoplast compound with 80.00 Sq.m. 367.72

reflectorising glass beads on bituminous surface and laying of hot

applied thermoplastic compound 2.5mm thick including

reflectorising glass beads @250 gms/sqmt area, thickness of

surface applied glass beads as per IRC 35. The finish surface to

be level uniform free from streaks and holes.

21 Providing & fixing " FLOOD GUAGE POST" on Causeway / dip 2.00 No. 1955.36

having (Channel size 100 x 50 mm) i.e. C.C. 1:2:4 in head wall

i.e. painting & lettering with ordinary paint colour as per

instruction of engineer in charge.

TOTAL Rs.

i.e. Rs. Fourty Nine lacs Ninety Three thousand Five hundred Ninety One and Eleven paisa 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 order.

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