Construction of Various Structure Under TAPS/Border Village/2025-26/B.K/ Package No.3 In Ta. Amirgadh Dist.Banaskantha (4 Roads)

Name of work :- Construction of Various Structure Under TAPS/Border Village/2025-26 /B.K/ Package

No.3 In Ta. Amirgadh Dist.Banaskantha

Bill Of Quantities

Memorandum showing items works to be carried out :

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Clearing and grubbing road land including uprooting trunk, vegetation, grass bushes,

shrubs, sapling and trees girth upto 300 mm removal of stumps of trees cut earlier and

disposal of unservicable materials [C] By Mechanical means in area of light jungle

Earth work for embankment with selected soil including breaking clods, dressing,

2 with all, lead and lift (excluding watering and consolidation) (A) From borrow area 288.00 Cmt 154.87

with All lead and lift & CBR not less than

Rolling of earthwork in layers with vibratory roller 80 Kn to 100 Kn static weight

3 including filling in depressions which occurs during the process. 288.00 Cmt 22.96

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size

including 0.12 Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including

4 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 147.90 Cmt 1677.49

weight. 75 mm thick compected.

Providing and laying cement concrete 1:4:8 (1cement : 4 coarse sand : 8 Machine

5 Crushed stone aggregates 40 mm. nominal size) and curing complete excluding cost 104.70 Cmt 2780.37

of from work in :(a) Foundation and plinth

Providing & Laying cement concrete 1:1:5:3 (1 cement : 1:5 course sand : 3 graded

stone aggregate 20 mm nominal size) for C.C. road and curing cost of form work.

Finishing the cement concrete road by trimix process inclusive of labour charges for

trimix vacuum dewatering process on cement concrete road by using vacuum

dewatering pump, surface floater, surface vibrator including channeling & making

grooves & rough finish to surface by providing expansion joints, contraction joint &

construction joints with fillings of joints with asphalt filler as per direction by

engineer incharge & as per specsificaiton.

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level

Excavation for foundation upto 1.5 M. depth including sorting out and stacking of

8 useful materials and disposing of excavated stuff up to 50M. lead. (a) Loose or soft 271.20 Cum 122.94

Excavation for foundation upto 1.5 M to 3.0 M depth including sorting out and

9 stacking of useful materials and disposing of excavated stuff up to 50M. lead. (a) 14.00 Cum 136.30

Loose or soft soil

Providing and casting in situ ordinary cement concrete M-150 mix and providing

10 necessary pin headers including shuttering, scaffolding, laying vibrating curing and 281.40 Cum 3765.79

finishing complete without V Grooves. (A) Height from 0.0 to 5.00 mt

Supplying and fixing reinforced concrete heavy duty non-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 NP3 of

following internal daimeters.(v) 900mm dia.

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

Hazard Marker Sign :-Providing and fixing sign boards made out of 3mm ACP

(Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and

latest MORD Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm as

12 required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted 6.00 No 3518.69

with bestquality 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 blockof size 45 x 45 x 60 Cms. for each leg including excavation,

curing etc.complete under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original manufacturer shall be submitted

by contractor. (A) Class-B High Intensity Grade Retro Reflective sheeting

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

13 stacking of useful materials and disposing off the excavated stuff upto 50 Meter 21.60 Cum 170.50

lead.(B) Dense or Hard soil

Providing and laying in position FE 550D bar reinforcement including cutting,

14 bending, hooking and tying complete as per detailed drawings for the following.(A) 1.05 MT 73858.69

Piers (B) Abutments (C) R.C.C. Returns

Providing hard side shoulder of 100 mm thick for embankment using quarry spall

with all lead and lift and including watering and rolling and consolidation of sub

grade in layers at OMC to required dry density including filling depression which

occur during the process using vibratory roller of 80 KN to 100 KN (selected quarry

spall having CBR value not less than 30.0)

Providing and fixing hectometer as per I.R.C. type design including painting, lettering

etc. com plate.

Supplying and fixing reinforced concrete heavy duty non-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 NP3 of

following internal daimeters.(v) 300mm dia.

Total Tender amount

Rupees Twenty Nine Lakh(s) Twenty Thousand Two Hundred Eighty Seven And Paise Fifty Two Only

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

mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender

No Description of Item (with brief specification and reference to book of

Quantity Unit Rate In figures Amount

specifications)

1. The Contractor Shall Exhibit a board with deatiled specification and details of work as directed by the Engineer-In-Charge for which no Extra

Payment shall be made.

2. The labour crss will be deducted as per prevaling 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 RCC items in Rate Analysis Standard cement Consuption has been taken as per Govt.G.R: PRC -10/2017 cement consumption/16/c,

Date: 11/05/2017 as stated i. S.O.R therefore in RCC Items where there is a changed as per actual mix design the cost of diffrence of cement

consumption have been deduvted from the rate of orignal item at the rate of input rate mentioned in all the tender.

Above all items of " Schedule-B" with iem Description,Unit,Rate & Amount Have verified by me and found Order.

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Palanpur Palanpur