Micro Surfacing work of various T.P. Roads in AUDA area and repairing of road with cold mix method (Jet Patcher) in Section 1, 5, 6 (Ognaj Junction to Bopal Junction to Shantipura Junction to Kamod Junction) of the AUDA area. (RW No.-17/2025-26)

Name of Work :- method (Jet Patcher) in Section 1, 5, 6 (Ognaj Junction to Bopal Junction to Shantipura Junction to

Kamod Junction) of the AUDA area. (RW No.-17/2025-26)

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

1 6.12 Clearing and grubbing road land including uprooting rank 28393.04 Rupees Twenty Ha

vegetation grass bushes, shrubs, sapling and trees girth upto Eight Thousand

300mm removal of stumps of trees cutearlier and disposal of

unserviceable materials (C) By mechanical means in area of Four Paise

light jungle Only

2 150.00 Earthwork for Embankment including , breaking clods, 169.44 Rupees One Cmt

dressing with all leads & lifts Including watering & Hundred Sixty

consolidation etc comp as directed.

3 340.00 Conveyance charge of earth, lime, murrum, building rubbish, 78.54 Rupees Seventy Cmt

manure, garbage, sludge, excavated rock, fly ash, aggregates Eight & Fifty

of any kind executed outside the road site. for any lead and

lift. Rate also includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within the work site is

4 500.00 Barricading the entire break down or excavated area on 90.9 Rupees Ninety Rmt

rental basis using wooden ballies/M.S.angles at max. 2.00 & Ninety Paise

meter centre to centre, C.G.I. Sheet, reflective paint / Board

out side to avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item also includes

for making temporary sufficient nos of lighting arrangement

through out the work with necessary required

arrangement.The same shall be removed after completion of

work. (Only for break down work from start to complete)

5 1000.00 Supplying and applying RS-I bitumen emulsion confirming 13.85 Rupees Smt.

to IS 8887,for application of Tack coat before application of Thirteen &

binder course at the rate of 0.27 kg. per Sq. Mt. area.on the

existing bituminous surface cleaned with Air Compressor etc

6 18000.00 Repairs to the pothole having depth upto 50 mm by using 1450.00 Rupees One Smt.

cold mix and Jet patching Technology By Using Jetpatcher Thousand Four

7 750.00 Supplying Unskilled Mazdoor (Male/Female) for various 456.52 Rupees Four Day

works on road site etc complete. Hundred Fifty

8 250.00 Providing tractor with Hydroulic trolly for all type of works 1677.64 Rupees One Day

on road side including all charges of driver,oil, diesel etc Thousand Six

complete.(8 Hour shift per Day)

9 150.00 Providing back hoe Excavator JCB for all types of work on 718.98 Rupees Seven Hour

Road side including all cost of machinary, oil, labour charges Hundred

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

10 114000.00 Supply loading, unloading, transportation of ready mix patch 15.85 Rupees Fifteen Kg

work material (cold mix) for potholes reparing work & Eighty Five

completed as per Instruction of engineering in charge

11 500.00 Providing, laying, spreading and compacting graded stone 1649.33 Rupees One Cmt.

aggregate to wet mix macadam specification including Thousand Six

premixing the Material with water at OMC in mechanical

mix plant carriage of mixed Material to site, laying in Three Paise

uniform layers in sub- base / base course on well prepared Only

surface and compacting with vibratory roller to achieve the

desired density.

12 108000.00 Providing and laying micro surfacing course comprising of 163.26 Rupees One Smt.

dry fine aggregate conforming to Type-II grading of Hundred Sixty

specification, polymer modified cationic slow setting

bitumen emulsion (Having 60% binder content 3.6% Paise Only

polymer), ordinary Portland cement, chemical additives and

water in the following proportion. (i) Fine aggregate

conforming to type-II grading @ 9 kg. per sqm. of road

surface coverage. (ii) Bitumen emulsion @ 13.5% by weight

of fine aggregate. (iii) Cement @ 1.5% by weight of fine

aggregate. (iv) Additive @ 1.5% by weight of fine aggregate.

(Note(1) This item includes all the cost including labors and

machineries of bitumen emulsion, ordinary Portland

cement,chemical additives, aggregates and water. (2) This

item includes the crack sealing with bitumen of grade VG 30-

sand grout, if any before applying micro surfacing layer. (3)

This item includes the cost of making surface leveled with

any mechanical means before applying micro surfacing layer,

if the particular portion is having patchwork above regular

13 45000.00 Providing and laying micro surfacing course comprising of 197.35 Rupees One Smt.

dry fine aggregate conforming to Type-III grading of Hundred

specification, polymer modified cationic slow setting

bitumen emulsion (Having 60% binder content 3.6% Paise Only

polymer), ordinary Portland cement, chemical additives and

water in the following proportion.(i) Fine aggregate

conforming to type-III grading @ 12 kg. per sqm. of road

surface coverage.(ii) Bitumen emulsion @ 13% by weight of

fine aggregate.(iii) Cement @ 1.5% by weight of fine

aggregate.(iv) Additive @ 2% by weight of fine aggregate.

(Note: (1) This item includes all the cost including labors

and machineries of bitumen emulsion, ordinary Portland

cement,chemical additives, aggregates and water.(2) This

item includes the crack sealing with bitumen of grade VG 30-

sand grout, if any before applying micro surfacing layer.(3)

This item includes the cost of making surface leveled with

any mechanical means before applying micro surfacing layer,

if the particular portion is having patchwork above regular

14 70.00 Providing F.R.C. MH seat cover incl. carting to the work site 1555.40 Rupees One Set

etc. comp. Directed. Thousand Five

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &

Frames Cover : 728mmø &100mm thick circular cover, Paise Only

35.00 MT load design, 100x2mm MS flat all round, 16mmø

plain round bar for lifting the cover & should be fitted with

plastic cups. Frame: 560mmø clear opening, outer size

888x888x175mm. On the upper periphery of frame 25x3mm

wide MS flat should be well embed in concrete to protect the

edges of frame. FRC E.H.D.-35 manhole cover & frame

described as above

Item Qty. Description of Items Rate Per Amount

No. In Fig. In words

15 70.00 Repairing damaged M.H. and rasing M.H. up to road level 2030.10 Rupees Two No.

incl. removing damaged brick work and repairing by brick Thousand

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris from

MH and carting the same as directed. (C) up to 0.65mt. (@

16 70.00 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 3535.00 Rupees Three No.

0.60 depth up to 1mt including excavation, B.B.C.C. Thousand Five

(1:5:10), 23cms thick brick maso. wall in the prop. of CM

(1:6) with 40mm thick IPS flooring in the prop M15 at

bottom and 15mm thick cement plaster inside the catch pit in

the proportion of CM (1:3) without jali etc. comp. as

17 100.00 Catch Pit Jali Fixing P/F FRC catch pit jali with frame 1565.50 Rupees One No.

600mm x 600mm clear opening etc. comp.. As directed by Thousand Five

Engineer-in-Charge

Estimated Amount put to tender Rs.

Rupees Five Crore Seventy Lac Fifty Four Thousand Two Hundred Twelve & Only

I/ We am/ are willing to carry out work at % above / below Estimated rates as mentioned.

Amount of my tender works out as under.

Estimated Amount put to tender Rs.

deduct / Add Rs.

Below / Above Rs.

Executive Engineer

AUDA, Ahmedabad.

Dated Signature of Contractor