Construction of New Slab Drain Under TRIBAL/MMGSY/B.K./2026-27/ Package No. 01 In Ta. Danta Dist.Banaskantha (1) Constg. Kumbhariya Chamundamata Approach Road to Aeklavya Model School Road Km 0/000 to 0/100

Name of work :- Construction of New Slab Drain Under TRIBAL/MMGSY/B.K./2026-27/ Package No.

In Ta. Danta 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 630.00 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. 630.00 Cmt 22.96

Excavation for foundation in sand, gravel,clay soft soils and murrum etc. including

4 shoring, strutting dewatering as necessary and disposing of the excavated stuff as 584.00 Cum 511.11

directed.(A) Depth upto 3.0 M.and lead upto 100m for 10 Cum.

Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays

5 and other similar strata including shoring and strutting and dewatering as necessary 106.00 Cum 611.32

and disposing of the excavated stuff as directed.

Providing & filling in foundation with ordinary cement concrete M 100 mix and

6 providing necessary vertical pin headers including formwork vibrating ramming & 85.00 Cum 3341.44

curing complete.

Providing and casting in situ controlled cement concrete M200 mix for RCC work in

piers, abutment and RCC return as per drawing including centering, shuttering,

scaffolding where necessary laying, vibrating, curing and finishing complete. (A) All

Height {Piers, Return wall, Abutment}.

Providing and casting in-situ controlled cement concrete M 250 for R.C.C. works in

pier cap abutment cap and dirt wall including controlled cement concrete M 250 bed

8 block or pedestals of required size below bearing as per detailed drawing centering, 17.00 Cum 5236.90

shuttering, scaffolding, wherever necessary laying, vibrating, curing and finishing

Providing and casting in situ ordinary cement concrete M. 300 for R.C.C. solid slab

including centering scaffolding curing and finishing complete.

Providing and casting in situ controlled cement concrete concrete M-300 for approach

slab including formwork curing and finishing complete.

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

Quantity Unit Rate In figures Amount

specifications)

Providing and casting in situ Controlled cement concrete M-400 for average 100 mm

11 thick wearing coat laid as directed including tamping vibrating finishing curing and 23.00 Cum 5548.94

filling in joints with bitumen completed.

Providing and casting in situ ordinary cement concrete M.400 for kerb/kerb block

including formwork curing and finishing complete.

Providing & filling in foundation with ordinary cement concrete M 150 mix and

13 providing necessary vertical pin headers including formwork vibrating ramming & 57.00 Cum 3765.79

curing complete.(A) Height from 0.0 to 5.00 mt

Providing and laying in position FE 550D TMT bar reinforcement with Providing

fusion bonded Epoxy coating not less than 175 micron thickness and up to

14 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing 12.20 M.T. 84472.36

of coating at plant including cutting, bending, hooking and tying complete as per

detailed for the following.

Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 mm size

including 0.27 Cu.m. stone screening & 0.08 Cu.M. stone dust as filler including

spreading, watering & consolidation by vibratory roller 80KN to 100KN static

weight.100 mm thick compected.

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

16 spreading, watering & consolidation by vibratory roller 80KN to 100KN static 23.00 Cmt 1152.41

weight. 75 mm thick compected.

Providing and laying filter media 600 mm thick as directed at the back of abutment

,returns and wing walls as per detailed drawing

Providing & Laying weep hole in Aburtments,and returns by using PVC 6 kg/Sqcm

18 pipe of 110 dia including laying in proper grade and jointing the completed as per 171.00 No 146.03

detailed specification.

Providing & laying rubble for apron (each stone weight not less than 40 Kg.)

including packing & filling in the interstices with quarry spalls.

20 Supplying & fixing premoulded bituminous joint filler (iii) 25 mm thick 22.00 Smt 802.87

Providing and fixing in position mild steel dowel bars in pier caps or abutments caps

21 for anchorage in free end as per detailed drawing including cutting, bending and 17.00 No 399.70

welding complete.

Providing and fixing in position mild steel dowel bars in pier caps for anchorage in

fixed end as per detailed drawing including cutting, bending and welding.

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-

1977. Pre treated with phospheting process & acid etching; coated with one coat of

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

refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand

23 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x75 x 6mm as 2.00 No 3808.66

required; painted with bestquality epoxy coatings in black andwhite 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 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)..................

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

Quantity Unit Rate In figures Amount

specifications)

Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 60cms.rectangle as as per the design of IRC-67-1977 pre

treated with phospheting process & acid etching; coated with one coat of epoxy

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

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

24 IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size 2.00 No 5045.37

iron angle of 50 x 50 x 5mm 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)...

Place ideatification sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977 pre

treated with phospheting process & acid etching; coated with one coat of epoxy

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

sheeting as 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 50x50x5mm 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

Citizen' s information Board- Providing and fixing of typical MMGSY information

board as per instruction. Two ACP sheets of 3 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S

angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of

12 SWG square tubes posts duly embedded in cement concrete M-15 grade blocks of

26 600mm x 600mm x 75mm, below ground level. The letters & figure of any shade 1.00 No 8456.73

reflectorised with High Intensity Prismatic Grade Retro Reflective Sheeting of Type-4

as per ASTM D-4956 and latest MORD specifications; All sections of framed posts

and steel tube will be painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B High intensity Grade

Retro Reflective sheeting.

Providing and fixing logo board of MMGSY as per National Rural Road

Development Agency diamond size, 600 x 600 mm, 1.50 mm thick Plate & board

27 plate size, 900 x 250 mm, 1.5 mm thick M.S. plate and 2.40 meter deep length single 1.00 No 3953.14

angle 75 x 75 x 6 mm size including fitting and painting , lettering with luminous

colour as per drawing including fixing in CC 1:3:6 etc compete.

Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium

sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC)

pretreated with phospheting process & acid etching; coated with one coat of epoxy

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

28 sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame 2.00 No 2423.74

fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted

with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size

45x45x 60cms. for each leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

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

Quantity Unit Rate In figures Amount

specifications)

Project Information Board: Providing and fixing of typical Project informatory sign

boardwith Logo as per 1700 of MORD specifications and drawing. The board will be a

composite unit consisting ofThree Plates ACM (Aluminum Composite Material), material

specificaitons as per clause 17001.3. The topmost plate will be of 3mm ACM in diamond

shape of 600x600mm size, riveted with MS angle iron frame of25mmx25mmx5mm size on

back on edges. The middle 4mm ACM plate of will be 1200x150mm size rivetedwith MS

angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACM lower

mostplate will be 1500mmx600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting ofall the sheets over angle and flat iron frame will be

done neatly to have plain surface on one side. The angleiron frame of lower most plate and

flat iron frame of the middle plate will be welded to two nos 75mmx75mm (12 SWG) sheet

tubes posts placed at 1125mm apart centre to centre. the top of the middle platewill be

29 flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded 1.00 Smt 13399.67

in cementconcrete M15 grade block of 450x450x600mm below ground level. The height of

the bottom of the lowerplate will be 1200mm from normal ground level and the bottom of

the middle plate will be 100mm above thetop level of the lower most plate. the diamond

shaped plate mounted over flat angle iron frame will beconnected to middle plate by square

steel section of 47mmx47mm, thickness 12SWG having a spacing of100mm between the

diamond shaped plate and middle plate and this square section will be riveted to thebottom

point of the diamond shaped plate. logo, letters and numerals on the ACM should be madeup

of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest MORD section

1700 andIRC 67-2012 specifications. Al the section of the frame and posts shall be painted

with primer and two coatsof epoxy paint. The design, painting and lettering shall be done as

per the Signage Guide and asdirected by Engineer-In-charge. . A warranty for 5 years for the

Retro reflective sheeting for Class-A

Total Tender amount

Rupees Sixty Two Lakh(s) Fifty Thousand Five Hundread Fify Six And Paise Thirteen 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

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