Construction of New Vented Causeway at Khajurda Padariya Road on Utavdi River Village Khajurda Ta:Jamkandorna

Name of work:- Construction of New Vented Causeway at Khajurda Padariya Road on Utavdi River Village Khajurda

Taluka:- Jamkandorana Dist : Rajkot

Item Quantities Item of Work Tendered Rates Unit Total Amount

Item Quantities Item of Work Tendered Rates Unit Total Amount

No. Estimated may In Figures In Words according to

be more or less Rs. estimated

1 41.00 Cum Excavation for foundation in hard murrum and 640.44 Rupees Six Hundred Cum

boulders and very stiff or sticky, clays and Forty & Paise Forty Four

other similar strata including shoring and Only

strutting and dewatering as necessary and

disposing of the excavated stuff as directed

2 38.00 Cum Excavation in large boulders and soft rock by 750.68 Rupees Seven Hundred Cum

welding including shoring, strutting Fifty & Paise Sixty Eight

dewatering as necessary and sisposing of the Only

excavated stuff as directed.

3 60.00 Rmt Providing and fixing mild steel dowel bars of 450.06 Rupees Four Hundred Rmt

minimum 32mm dia. for anchoring by drilling Fifty & Paise Six Only

holes in foundation strata including necessary

bending, hooking of dowel bars and grouting

the holes complete as per detailed drawing and

4 42.00 Cum Providing and filling in foundation with 3359.92 Rupees Three Thousand Cum

ordinary Cement Concrete M-100 mix and Three Hundred Fifty Nine

providing necessary vertical pin headers & Paise Ninty Two Only

including formwork vibrating ramming and

curing complete.

5 114.00 Cum Providing & casting in situ ordinary cement 3801.26 Rupees Three Thousand Cum

concrete M-150 mix and providing necessary Eight Hundred One &

pin headers including shuttering, scaffolding, Paise Twenty Six Only

laying, vibrating, curing and finishing complete

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

6 1.00 MT. Providing and laying in position FE 500/500D 73858.69 Rupees Seventy Three MT.

TMT bar reinforcement including cutting, Thousand Eight Hundred

bending, hooking and tying complete as per Fifty Eight & Paise Sixty

detailed drawings for the following.(A) Piers Nine Only

(B) Abutments (C) Returns (d) Walls,Wearing

7 37.50 RMT. Supplying and fixing reinforced concrete heavy 5560.00 Rupees Five Thousand RMT.

duty non-pressure pipes with collars for Five Hundred Sixty Only

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 NP3 of following internal

daimeters.(vii)1200mm. Dia

8 126.00 Cum Earthwork for Embankment including breaking 162.24 Rupees One Hundred Cum

clods,dressing etc.complete with all lead and Sixty Two & Paise

lift. (Excluding watering & Twenty Four Only

consolidation)(E) From Borrow Area within

0.50 K.M. Lead.

9 166.00 Cum Rolling and Watering of earth work in layers 23.41 Rupees Twenty Three & Cum

with vibratory roller including filling Paise Forty One Only

in depressions which occur during the process

10 27.00 Cum Supplying and Stacking of Machine Crushed 354.75 Rupees Three Hundred Cum

Stone Aggregates, chippings of Hard Stone 40 Fifty Four & Paise

to 63 mm size free of disintegrated pieces of Seventy Five Only

deleterious and organic matter ( for

W.B.M.Road ) and grading as per I.R.C. code

with 9K.M. lead including filling the boxes.

11 6.00 Cum Supplying and Stacking of Machine Crushed 383.91 Rupees Three Hundred Cum

Stone Aggregates, chippings of Hard Stone 6 to Eighty Three & Paise

10 mm size free of disintegrated pieces of Ninty One Only

deleterious and organic matter ( for

W.B.M.Road ) and grading as per I.R.C. code

with 9 K.M. lead including filling the boxes.

12 6.00 Cum Supplying and Stacking of Stone Dust / 188.98 Rupees One Hundred Cum

Binding Materials on road site including filling Eighty Eight & Paise

measue boxes with average lead of 9 K.M. Ninty Eight Only

13 33.00 Cum Spreading the stone aggregates for soling and 274.73 Rupees Two Hundred Cum

W.B.M. including filling the interstices Seventy Four & Paise

forming the surface to required camber and Seventy Three Only

gradient.40 to 63mm. size .Metal.

14 6.00 Cum Spreading blindage or road crust, filling the 162.21 Rupees One Hundred Cum

gaps in metal and levelling to camber and Sixty Two & Paise

gradient as directed. Twenty One Only

15 27.00 Cum Rolling and consolication using vibratory Road 59.08 Rupees Fifty Nine & Cum

Roller 8-10 tonne capacity (incl. watering)(C) Paise Eight Only

Water Bound Macadam ( Layer not exceeding

100mm thickness)

16 0.94 MT. Providing and laying in position FE 500/500D 73243.01 Rupees Seventy Three MT.

TMT bar reinforcement including cutting, Thousand Two Hundred

bending, hooking and tying complete as per Forty Three & Paise One

detailed drawings for (d) Wearing coat Only

17 40.20 cum (A)Providing and casting in situ ordinary 4316.23 Rupees Four Thousand cum

cement concrete M-200 for average 75 MM Three Hundred Sixteen &

thick wearing coat laid as directed including Paise Twenty Three Only

tamping, vibrating,finishing,curing and filling

in joints with bitumen complete.

18 2.00 Nos Providing and fixing FLOOD GAUGE POST 998.12 Rupees Nine Hundred Nos

conforming to IRC 67,2001 using Engineering Ninty Eight & Paise

grade retro reflective sheeting including Twelve Only

lettering and border as directed for new

19 2.00 Nos Cautionary warning sign;-Providing & Fixing 3808.65 Rupees Three Thousand Nos

sign boards made out of 2mm. alluminium Eight Hundred Eight &

sheet size 90x90x90cms. equilateral triangle as Paise Sixty Five Only

per design of IRC-67-1977 Pretrated with

phospheting process & acid atching : coated

with one coat of apoxy primer and two coats of

best quality epoxy paint, reflectrorised with

retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post &

frame fabricated from suitable size iron angle

of 35x35x3 mm., 75x75x6mm. required paited

with best quality epoxy coatings in black and

white bends, the detail of symbols for each

board shall be as per the instruction of the

engineer in charge. The fixing at site shall be in

C.C. 1:2:4 block of size 45x45x60 cms for

each leg, incl. excavation,curing etc.

comp.under the supervision of Engineer - in

charge. (A) Engineer grade.

20 60.00 Nos Providing temporary all weather and fair 319.41 Rupees Three Hundred Nos

weather diversions suitable for traffic during Ninteen & Paise Forty

the construction period of the bridge/ Slab One Only

Drain/ Causeway/HPD etc Safety measures at

night for traffic etc

Rupees Twelve Lakhs Fifty Eight Thousand Five Hundred Seventy Seven & Paise Fifty Seven Only

I/we am / are willing to carry out the work at % above / below the estimated rates (percentage should be written in words and figures

% above / below) the estimated rates as mentioned above. Amount of My / Our tender works out as under

1) Estimated amount put to Tender : Rs. 12,58,577.57 1) Estimated amount put to Tender : Rs.

2) Deduct % below Rs. . 2) Add % Above Rs. .

3) Net Amount of Tender Rs. . 3) Total Amount of Tender Rs. .

3) Net Amount of Tender Rs. . 3) Total Amount of Tender Rs. .

4) In words Rs. . 4) In words Rs.

Note : (1) All work shall be carried out as per Public Works Department Handbook and other specifications of Division

or as directed.

Signature of the contractor : Signature of the Executive Engineer :

Deputy Executive Engineer Executive Engineer

R&B (P) Sub Division R.& B. Panchayat Division