Road work

No. figures Amount

1 Excavation for foundation up to 1.50 Mt depth including sorting 351.00 Cum 486.77

out and stacking of usefull materials and disposing of the

excavated stuff upto 50 Mt lead (B) Loose or soft soil .

2 Excavation for foundation in sand, gravel, clay soft soils and 351.00 Cum 571.08

murrum etc. including shoring, strutting dewatering as necessary

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

3.0 M. and lead upto 100m for 10 MT

3 Excavation for foundation in sand, gravel, clay soft soils and 88.00 Cum 571.08

murrum etc. including shoring, strutting dewatering as necessary

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

4 Providing and laying in foundation with ordinary cement concrete 71.00 Cum 3105.11

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-200 & 664.00 Cum 4260.18

providing necessary vertical pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Grooves for height 0.0 to 5.0 mt.

6 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 Nos 339.88

in pier caps or abutments caps for anchorage in fixed end as per

detailed drawing including cutting, bending and welding complete.

7 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 Nos 396.27

in pier caps or abutments caps for anchorage in free end as per

detailed drawing including cutting, bending and welding complete.

8 Providing and casting in situ controlled cement concrete M-250 23.66 Cum 4341.99

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

controlled cement concrete M-300 bed block or pedestal of

required size below bearing as per detailed drawing, centering,

shuttering, scaffolding wherever necessary laying, vibrating,

curing and finishing complete.

9 Providing and casting in situ controlled cement concrete M-250 109.00 Cum 4895.47

for R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

10 Providing and casting in situ controlled cement concrete M-250 11.00 Cum 3939.00

for average 75mm thick wearing coat laid as directed including

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

bitumen complete.

11 Providing and laying in position I.S.I. mark Fe-500D bar for 1.769 M.T. 64046.19

reinforcement including cutting, bending, hooking and laying

completed as per detailed drawing.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

12 Providing and placing in position I.S.I. mark T.M.T. Fe-500D bar 15.520 M.T. 64046.19

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing (A) Solid Slab.

13 Providing 12mm thick asphalt filler joint as per drawing 11.76 Sq.m 702.17

14 Providing and laying weep hole in abutment and retaining by 179.00 No. 82.57

using A.C. pipes of 100 mm dia. with laying in proper grade and

jointing the completed as per detailed specification.

15 Providing and laying filter media 600 mm thick as directed at back 313.00 Sq.m 1358.50

of abutment, returns and wing walls as per detailed specifications. .

16 Providing and filling sand behind abutment and behind return in 647.00 Cum 282.80

layers as directed.

17 Clearing and grubbing of road length including up rooting wild 0.15 Hact 28393.03

vegetation, grass, bush shurbs, saplings and trees of girth up to

300 mm removal of stumps, of such trees cut earlier and disposal

of unserviceable material and stacking of serviceable material

,Clause-2 C1.1 (area of light density) by mechanical means in

area of light jungle

18 Providing laying and Spreading Granular sub-base (Grade I) by 189.00 Cum 912.03

providing close graded MCBT material in single layer with motor

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

rotavatore at OMC and compacted with vibratory roller 80 to

KN static weight to achieve desire density etc completed.

19 Providing & laying compacted WBM Grading-II using MCBT 189.00 Cum 1328.16

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.

20 Earthwork for embakment including breaking clod, dressing with 2179.00 Cum 183.63

all lead and lift ( including watering and consolidation ) (A) From

Borrow pits within land width

21 Providing and filling in foundation with ordinary cement concrete 1 83.00 Cum 3105.11

cement : 3 Course sand : 6 Crushed Stone aggregate 20mm

nominal size mix & providing necessary vertical pin headers

including form work, vibrating, ramming & curring & complete.

22 Providing and Casting in Situ Ordinary Concrete M-250 mix with 165.00 Cum 4344.01

Trimix C.C Road laid as Directed including, Vibrating, curring and

filling in joints with bitumen complete.

23 Providing TMT Fe500D reinforcement for R.C.C Work including 2300.00 Kg. 76.21

bending and placing in position complete upto floor two level

24 Supplying fixing & joining reinforced concrete heavy duty non 40.00 Rmt 1028.02

pressure pipe carrying indian railway standard with collars for

culverts carring heavy traffic as per Indian railway standard

specification including setting and joining the pipe in cement

mortar 1:2 watering or laying (to level and slope )of I.S.class NP-3

300mm dia internal

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

25 Providing and fixing sing boards made out of 2mm aluminium 2.00 No 14831.71

sheet; size 244 x 122cms.rectangle as as per the design of IRC-

67-1977 pre treated withphospheting 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; Letters and numerals should

be as perIRC-30-1968, 3.1m long (2 nos) stand post and

framefabricated from suitable size iron angle of 50 x 50 x

5mm75x75x6mm as required; painted with best quality

epoxycoatings in black and white bends. the details of symbol

orinscription / numerals for each board shall be as per

theinstruction of engineer in charge. The fixing at site shall be

in1:2:4 CC block of size 45 x 45 x 60cms. for each leg.

includingexcavation curing etc. complete under the supervision

ofengineer in charge.(A) Engineer Grade(VR)...

TOTAL Rs.

i.e. Rs. Swenty Nine lacs Fourty Three thousand One hundred Ninty Six and Ninety 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,

Valiya Bharuch Bharuch