(Package No. 35) Constructing a C.C. pavement to various Roads of Taluka Devgadh baria Dist. Dahod under Suvidhapath Year-2025-26 (Total 2 Roads, Length 0.46 Km.)

No. figures Amount

1 Box cutting the road surface to proper slope and camber for 1281.80 Cum 112.02

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed within all

lead and lift.

2 Providing, laying and spreading granular machine crushed B.T. 462.40 Cum 1175.31

aggregate material in required proportion so as to have mix

material gradation equivalent to GSB grade-II, mixing in place

with rotavator and grading with mortar grader at OMC and

compacted with vibratory roller 80 to 100 KN static weight to

achieve desired density etc. complete.

3 Construction of Dry Lean Cement Concrete Sub-base over a 232.00 Cum 2951.19

prepared sub-grade with coarse and fine aggregate conforming

to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be

less than 220 kg/ cum, optimum moisture content to be

determined during trial length construction, concrete strength not

to be less than 10 Mpa at 7 days, mixed in a batching plant,

transported to site, laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes vibratory roller, finishing

and curing etc. complete.

4 Construction of un-reinforced, dowel jointed, plain cement 510.00 Cum 5887.72

concrete pavement over a prepared sub base with concrete

grade M-300, coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm, mixed

in a batching and mixing plant as per approved mix design,

transported to site, laid with a fixed from or slip form paver,

spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and

longitudinal joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound, finishing to lines and

grades as per drawing.

5 Supplying, fixing and joining reinforced concrete heavy duty non- 15.00 Rmt. 659.99

pressure pipes with collars for culverts carrying heavy traffic as

per Indian Railway standard specification including setting and

joining the pipes in C.M. 1:2 watering and laying (to level or

slopes) of I.S. class NP3 of 300mm internal diameter.

6 Providing and fixing village name boards as per standard I.R.C. 2.00 No. 3437.60

type design of steel plate including painting lettering etc.

complete with fixing in C. C. 1 : 4 : 8 block with necessary

excavation.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

7 Providing and fixing Junction board of M. S. plates and angles as 2.00 No. 5236.70

per standard I.R.C. design including fixing in C. C. 1:4:8 with

necessary excavation, painting figuring and lettering on board

(both side) etc. complete. (If required)

8 Providing & fixing Cautionary sign boards made out of 2 mm 2.00 No. 3808.66

alluminuum sheet size 90 x 90 x 90 cms equilateral triangle as

per design of IRC-67-1977. Pretreated 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: 3.1m long stand

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

x 3 mm, 75 x 75 x 6 mm required; painted with best quality epoxy

coatings in black and white bends. The details of symbol for each

board shall be as per the Instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blocks of size 45 x 45 x 60 cms

for each leg including excavation, curing etc. complete under the

supervision of Engineer-in-charge. (A) Engineer grade.

9 Providing & fixing logo board of Suvidhapath as per standard 2.00 No. 2268.41

design of National Rural Road Development Agency diamond

size 600 x 600 mm, 1.50mm thick plate & board size 900 x

250mm, 1.50mm thick M.S. plate and 2.40 meter deep length

single angle 75 x 75 x 6mm size including fitting & painting

lettering with luminous colour as per drawing including fixing in

C.C. 1:3:6 etc. complete.

10 Road marking with hot applied thermoplast compound with 92.00 Sq.m. 356.61

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.

11 Rolling & watering of earthwork in layers with power roller 1027.00 Cum 23.18

including filling in depressions which occur during the process.

12 Excavation for foundation up to 1.50 mt. depth including sorting 33.00 Cum 259.93

out and stacking of useful material and disposing off the

excavated stuff within all lead and lift for all sorts of soil.

13 Providing and filling in foundation with ordinary cement concrete 9.00 Cum 3207.71

M-100 mix and providing necessary vertical pin headers

including formwork, vibrating, ramming and curing complete.

14 Providing and casting in situ ordinary cement concrete M-150 29.00 Cum 3783.77

mix and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-grooves. (A) Height from 0.0 M. to 5.0 M.

15 Providing and fixing in position I.S.I. mark Fe-500D T.M.T. bar 0.25 M.T. 73858.69

reinforcement including cutting, bending and tying complete as

per detailed drawing. (A) Piers (B) Abutments (C) R.C.C.

16 Filling available excavated earth (excluding rock) in trenches, 33.00 Cum 137.47

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

depth consolidating each deposited layer by ramming and

watering etc. complete.

It. Rate in Total

Description of Item Qty. Unit

No. figures Amount

17 Providing & laying weep hole in abutments and returns by using 30.00 No. 49.25

A.C. pipes / P.V.C. pipe of 100mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

18 Providing and laying filter media 600mm thick as directed at the 30.00 Sq.m. 1268.86

back of abutments and returns and wing walls as per detailed

specifications.

TOTAL Rs.

i.e. Rs. Fourty Six lacs Eighty thousand Two hundred One and Thirty Two 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,

Devgadh baria Dahod Dahod