CONSTRUCTION OF MANGVANA HIGH SCHOOL TO NARMADA SUMP ROAD (MMGSY/NON-PLAN VR)

NAME OF WORK:- CONSTRUCTION OF MANGVANA HIGH SCHOOL TO NARMADA SUMP ROAD(MMGSY/NON-PLAN

BILL OF QUANTITIES

QUANTITY STATEMENT

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

1 Clearing and Grubbing road land including uprooting rank, vegetation, 0.58 Hect. 28455.09 Rupees Twenty

grass bushes, shrubs, saplings and trees girth up to 300 mm removal of Eight Thousand

stumps of trees cut earlier and disposal of unseviceable materials and Four Hundred Fifty

stacking of serviceable materials to be use (A) By mechanical means in Five And Paise

area of light jungle. Nine Only

2 Box cutting the road surface to proper slope and camber for making a 701.40 Cmt. 109.24 Rupees Twenty

base for road work including removing the excavated stuff and Eight Thousand

depositing on the road side slope as directed upto 50Mt.lead. Four Hundred Fifty

3 Earth work for embankment with selected soil C.B.R.not less than 6.0 3102.20 Cmt. 163.69 Rupees Twenty

including breaking clods, dressing, with all, lead and lift (excl. watering Eight Thousand

and consolidation) From borrow area with all lead & lift Four Hundred Fifty

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

4 Rolling & watering and consolidation earthwork using vibratory road 3102.20 Cmt. 22.96 Rupees Twenty

roller 8 - 10 tonne capacity (A) Earth work (layer not exceeding Eight Thousand

200mm thickness) Four Hundred Fifty

5 Construction of granular sub base by providing well graded crushed 973.50 Cmt. 691.13 Rupees Twenty

stone material(M.C.Metal 53 to 9.5 mm size 50%,M.C. metal 9.5 to 2.36 Eight Thousand

mm 20% and stone dust below 2.36mm size 30%) spreading in Four Hundred Fifty

uniform layes with motor grader on prepared surface,mixing by mix in Five And Paise

place method with rotovator at O.M.C. and compacting with three Nine Only

wheeler roller 8 T to 10 T to achieve the desired density complete as

per technical specification Close graded Granular sub-base Material as

per clause 401 for grading -I well graded sub base material.(150mm

thick compacted thickness)

6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 441.10 Cmt. 1158.69 Rupees Twenty

including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler Eight Thousand

including spreading, watering & consolidation by vibratory roller 80KN Four Hundred Fifty

to 100KN static weight. 100 mm thick compacted. Five And Paise

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

7 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 602.00 Cmt. 1058.39 Rupees Twenty

including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler Eight Thousand

including spreading, watering & consolidation by vibratory roller 80KN Four Hundred Fifty

to 100KN static weight. 75 mm thick compacted each layer. Five And Paise

8 Providing and laying bituminous grout base course 37.50 mm 299.60 M.T. 2261.21 Rupees Twenty

compacted thi. using B.T. stone aggregates as per required gradation Eight Thousand

with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt on B.T.Surface Four Hundred Fifty

and 4.0 Kg/10 Smt on W.B.M.Surfcae and asphalt V.G.-30 grade for Five And Paise

mixing @ 1.99 % i.e. 19.90 kg./ MT by weight of mix incl. heating and Nine Only

mixing in drum mix plant transporting the mix , spreading the same by

pavers finisher and consolidation as per MORTH specification incl. cost

of all materials fuels, labors, tools and plant etc. using contractors own

drum mix plant etc. comp. etc. comp.

9 Providing and laying 37.50 mm thick compacted B.M. using stone chips 329.60 M.T. 2840.99 Rupees Twenty

0.66 Cum / 1 M.Ton mix as per gradation and tack coat with Bitumen Eight Thousand

V.G.-30 grade @ 2.50 kg. / 10 Smt. on B.T. surface and asphalt grade VG- Four Hundred Fifty

30 for mixing @ 34 kg/M.Ton (I.e. 3.40% of mix) including heating the Five And Paise

and aggregate by contineous batching drum mix plant, transporting Nine Only

and mixed matrrial and spreading the same by paver finisher and

consolidation by vibratory roller of 80 KN to 100 Kn static weight

including the cost of labour oil, lubricants etc. using contractors own

machineries and plant.

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

10 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 109.00 M.T. 3155.95 Rupees Twenty

size 0.18 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using Eight Thousand

asphalt V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg. By Four Hundred Fifty

continous batching drum mix plant and paver finisher and Five And Paise

consolidating by vibratory roller incl. providing equipments, tools, Nine Only

plants, firewood ,oil, kerosene, labour charges etc, comp, using the

contractor's own machinary.

11 Providing & Laying cement concrete 1:4:8 (1-Cement 4-Coarse sand 8- 242.20 Cmt. 2968.26 Rupees Twenty

machine crushed stone aggregates 40mm nominal size) and curing Eight Thousand

complete in foundation and plinth. Four Hundred Fifty

12 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 241.90 Cmt. 5294.55 Rupees Twenty

Cement:1.5 Coarse Sand:3 stone agg 20mm nominal size) for CC road Eight Thousand

and curring etc. comp. incl. cost of form work. Finishing the cement Four Hundred Fifty

concrete road by Tri-mix process inclusive of labour charges for trimix Five And Paise

vacume dewatering process on cement conc. road by using vacume Nine Only

dewatering pump, surface floater, including chanelling and making

grooves & rough finish to surface, providing expansion join,

construction joint incl. filling the joint with asphalt filler as per

direction by engineer in charge as per specification.

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

13 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 6211.00 Kg. 77.29 Rupees Twenty

bending, binding and placing in position complete upto floor two level. Eight Thousand

Four Hundred Fifty

14 Excavation for foundation upto 1.5 m depth including sorting out 302.40 Cmt. 157.33 Rupees Twenty

and stacking of useful materials and disposing off the excavated Eight Thousand

stuff upto 50 Meter lead.(B) Dense or Hard Soil. Four Hundred Fifty

15 Providing and filling in foundation with ordinary cement concret M150 310.10 Cmt. 3697.13 Rupees Twenty

mix and providing necessary vetical pin headers including formwork Eight Thousand

vibrating ramming and curing complete. Four Hundred Fifty

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

16 Supplying and fixing reinforced concrete heavy duty non pressure 30.00 Rmt. 5560.01 Rupees Twenty

pipes with collars for culverts carrying heavy traffic as per IS 458- Eight Thousand

1991 specifications including setting the pipes in C.M. 1:2 watering and Four Hundred Fifty

laying (to level or slopes) of class NP3 of following internal Five And Paise

daimeters.(vii) 1200mm dia. Nine Only

17 Providing the diversion by proper means e.i. In proper grade, camber 20.00 Rmt. 966.07 Rupees Twenty

and approach etc. for easy passing of trafic incl. Providing neccesary Eight Thousand

sign board, making etc.and maintaining the same during the period of Four Hundred Fifty

work up to complition of work. Five And Paise

18 Providing & laying weep hole in Aburtments, and returns by using PVC 80.00 Rmt. 146.03 Rupees Twenty

6 Kg/Sqcm pipe of 110mm dia including laying in proper grede and Eight Thousand

jointing the completed as per detailed specification. Four Hundred Fifty

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

19 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 1.00 No. 704.33 Rupees Twenty

including necessary reinfor- cement as per I.R.C. type design fixing in Eight Thousand

C.C. 1:4:8 including letter and paints etc. complete. Four Hundred Fifty

20 Providing and fixing hectometer as per I.R.C. type design including 5.00 No. 356.50 Rupees Twenty

painting,lettering etc. complete. (ii) Fixing in C.C. 1:5:10 Eight Thousand

Four Hundred Fifty

21 Providing fixing indicator stone of approved stone as per I.R.C. type 42.00 No. 343.27 Rupees Twenty

design in c.c. 1:4:8 including white washing etc. complete. (ii) Fixing in Eight Thousand

C.C. 1:5:10 Four Hundred Fifty

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

22 Facility Informatory Sign :-Providing and fixing sign boards with logo of 1.00 No. 3990.64 Rupees Twenty

MMGSY made out of 2mm aluminium sheet / 4mm ACP (Aluminum Eight Thousand

composite Panel); size 80 x 60 cms. rectangular as per design of IRC-67- Four Hundred Fifty

2012. Pre treated with phospheting process & acid etching; coated with Five And Paise

one coat of epoxy primer and two coats of best quality epoxy paint ; Nine Only

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted 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 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for the product

offered shall be submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

23 Cautionary Warning Sign :-Providing and fixing sign boards made out 4.00 No. 5077.27 Rupees Twenty

of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); Eight Thousand

size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Four Hundred Fifty

Pre treated with phospheting process & acid etching; coated with one Five And Paise

coat of epoxy primer and two coats of best quality epoxy paint Nine Only

;reflectorised with Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and white bends. The

details of symbol foreach board shall be as per theinstruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size

x 45 x 60 Cms. for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 10 years

for the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting.

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

24 Give Way Sign :-Providing and fixing sign boards made out of 2mm 1.00 No. 3906.19 Rupees Twenty

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 Eight Thousand

x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated Four Hundred Fifty

with phospheting process & acid etching; coated with one coat of epoxy Five And Paise

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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted 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

x 45 x 60 Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

25 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 2.00 No. 3518.69 Rupees Twenty

mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size Eight Thousand

90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with Four Hundred Fifty

phospheting process & acid etching; coated with one coat of epoxy Five And Paise

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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted 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

x 45 x 60 Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

26 Direction sign (Junction board):-Providing and fixing sing boards made 1.00 No. 14831.71 Rupees Twenty

out of 2mm aluminium sheet; size 244 x 122cms. rectangle as as per Eight Thousand

the design of IRC-67-1977 pre treated with phospheting process & Four Hundred Fifty

acid etching; coated with one coat of epoxy primer and two coats of Five And Paise

best quality epoxy paint; reflectorised with retro refiective sheeting as Nine Only

per latest M.O.S.T. Specifications; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as required;

painted with best quality epoxy coatings in black and white bends. the

details of symbol or inscription / numerals for each board shall be as

per the instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR).

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

27 STOP Sign :-Providing and fixing sign boards made out of 2mm 2.00 No. 6704.36 Rupees Twenty

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 Eight Thousand

cms. Octagonal as per design of IRC-67-2012. Pre treated with Four Hundred Fifty

phospheting process & acid etching; coated with one coat of epoxy Five And Paise

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

High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm;

painted 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

x 45 x 60 Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

Rupees Eighty Four Lakh(s) Three Thousand Twenty Three And Paise Thirteen Only

It.No. Description of Item ( with brief specification and reference to Quantity Unit Estimated rate Amount

book of specifications) Rate in In words

I/We am/are willing to carry out the work at............... % 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 Rs.84,03,023.13 Estimated amount put to tender Rs.84,03,023.13

Deduct …………………..% below Add …………………..% Above

(Please strike out which ever is not applicable )

1 All work shall be carried out as per public works department handbook and other specifications of division or as directed.

2 Rates quoted inclusive of clearance of sight (prior to commencement of work and at its close) in all respect

and hold good for work under all conditions , sight, moisture, weather etc

3 one percent labor cess will be deducted from the valued work done as per ' Bulding and other construction

work welfare cess act' G.R. No. GHR - 2005/04/CWA/2004/841/M-3 Dt. 31/01/2005

Signature of the Contractor. Deputy Executive Engineer Executive Engineer

R & B Panchayat Sub Division R & B Panchayat Division

Nakhatrana-Kachchh Bhuj - Kachchh