MMGSY 2025-26 Construction of High Level Bridge on Palasiya to Panchol Road Ch.1/2 - 1/4 Ta.Dolvan and Dist.Tapi

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

1 Dismentaling the existing structure including removing and stacking the dismentelled materials

as and where directed. (A) R.C.C. work

2 Diversion of watercourse / providing cofferdam and bund or island as may be necessary for

foundation and maintaining the same for the period as may be necessary. 7.00 Each 185234.00

3 Marking out center line of the bridge and various other component structure and complete

lineing out and leveling with total station, theodolite ,levels ,including constructing necessary 1.00 No. 60600.00

pillars for lines level and establishing necessary bench mark etc. Complete as directed.

4 Providing flood gauge marks on substructure as per design including painting complete. 12.00 Sq.m. 164.69

5 Providing masonry steps with cement pointing on approaches as directed . 173.00 Nos. 229.91

6 Filling available excavated earth/wethered rock in trenches,sides of foundations etc. in layers

not exceeding 20 cm in depth consolidating each disposited layer by ramming and watering. 3809.00 Cu.m. 133.65

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

similar strata including shoring and strutting and dewatering as necessary and disposing of the 1360.00 Cu.m. 613.40

excavated stuff as directed .

8 Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering

as necessary and disposing of the excavated stuff as directed. 1266.00 Cu.m. 719.06

9 Providing & filling in foundation as base course with ordinary cement concrete of M 15 mix and

providing necessary vertical pin headers including formwork vibrating ramming & curing 1045.00 Cu.m. 3697.61

10 Providing and casting in-situ controlled cement concrete of M 35 For R.C.C. work for footing

including water reducing concrete admixture @ 150ml/bag of cement necessary form work

vibrating, curing and finishing complete.

11 Providing and fixing in position of steel grade FE-550D (TMT) for R.C.C. Raft Including cutting

hooking, tying, welding etc., complete as per detailed drawing and specification. 30.00 MT. 77551.63

12 Drilling with core cutting machine / Drilling machine plus cleaning & fixing, 32mm Anchor Bar

using Chemical per anchor including all the arrangements and measures for installing Anchor bar 178.00 Nos 1964.45

safely at site as per details specified in the drawing .

13 Providing and casting in situ controlled cement with of M35 for R.C.C. work in piers and

abutment as per drawing including water reducing concrete admixture @ 150ml/bag of cement,

centering shuttering scaffolding where necessary laying vibrating curing and finishing complete. 215.00 Cu.m. 5710.54

(A) Height from 0.0 M to 5.0 M

14 Providing and casting in situ controlled cement with of M35 for R.C.C. work in piers and

abutment as per drawing including water reducing concrete admixture @ 150ml/bag of cement,

centering shuttering scaffolding where necessary laying vibrating curing and finishing complete. 106.00 Cu.m. 6035.76

(B) Height from 5.0 M to 10.0 M

15 Providing and casting in situ controlled cement concrete of M 35 Mix for R.C.C. works in pier cap

abutment cap and dirt wall including controlled cement concrete M 40 bed block or pedestals of

required drawings, water reducing concrete admixture @ 150ml/bag of cement, centering 140.00 Cu.m. 5799.42

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

16 Providing and fixing in position TMT (FE-550D) bar reinforcement including cutting ,bending,

hooking, tying, welding etc., complete as per detailed drawing and specification. For 73.70 M.T. 77551.63

pier,Abutments,Aburment cap , pier cap , sesmic arrester, Pedestal.

17 Providing and casting in situ controlled cement concrete M-35 for R.C.C. work in superstructure

including including water reducing concrete admixture @ 150ml/bag of cement 431.00 Cu.m 5838.81

centering,ramming vibrating curing and finishing complete.Solid slab

18 Providing andplacing inposition FE 550DTMT bar reinforcement includingcutting, bending,

hooking, and tying complete as per detailed drawing. (A) Solid Slab. 45.30 M.T. 76905.17

19 Providing and Laying Tar Paper Bearing as per directed engineer in charge. 12.00 Per job 12625.00

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

20 Providing & Casting in situ controlled cement concrete M-400 mix with trimix C.C. Road laid as

directed including water reducing concrete admixture @ 150ml/bag of cement, temping,

vibrating, finishing, curing and filling joint with bitumen etc as Directed and aprroved by engineer 53.00 Cu.m. 6522.58

21 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to

bridge structures and medians, constructed with M-40 grade concrete with Fe-550D

reinforcement with epoxy coating conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long

at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which 140.00 Rmt 1534.19

it is built and installed as per design given in the enclosure to MOST circular No. RW/NH -

33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at

locations directed by the Engineer, all as specified as per drawing attached.

22 Providing PVC 100 mm. diameter water spouts including necessary iron gratings as per drawings.

23 Providing and fixing marble slab including engraving and painting complete. 2.00 Each. 1012.65

24 Providing and casting in situ controlled cement concrete of M 35 for approach slab including

water reducing concrete admixture @ 150ml/bag of cement, form work curing and finishing 31.00 Cu.m. 5643.88

25 Providing and fixing in position FE 550D TMT bar reinforement including cutting, bending and

tying complete as per detailed drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch

slab.(D) Wearing Coat.

26 Providing and fixing premoulded compressible filler board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density 95kg/cum. non-staining with less than 1%

water absorption & compression recovery of 93% minimum as per specification for 20 mm wide 59.00 Sq.mt. 803.22

expansion joint including cutting to required size and shape at all levels etc.complete as directed.

27 Providing & laying weep hole in Abutments, and returns by using A.C./PVC pipe of 100mm

including laying in proper grade and jointing the completed as per detailed specification. 870.00 Each 87.07

28 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and

wing walls as per detailed specifications. 898.79 Sqm 1279.96

29 Providing and laying of Extruded Bioaxial Polypropylene Geogrid 40 KN as per clause no

and approval design and specification with accesories like tie strips,nuts & bolts and loops/lugs

for joining reinforcing elements with the facia ,pannels and overlaps and other protective 630.00 Sqm 657.21

elements as per detailed specification.

30 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron

laid dry in front of toe of embankment complete as per drawing and Technical specifications 266.00 Cu.m. 1051.41

31 Providing and laying Filter material underneath Pitching in slopes complete as per drawing and

Technical specifications 133.00 Cu.m. 877.69

32 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron

to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant 48.00 MT 10162.62

and all taxes (A) 10mm to 16mm dia bar

33 Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron

to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant 111.00 MT 7296.24

and all taxes (B) 20mm to 32 mm dia bar

34 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for

anchorage in fix end as per detailed drawings including cutting, bending and welding complete. 54.00 Nos 341.29

35 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for

anchorage in free end as per detailed drawings including cutting, bending and welding complete. 54.00 Nos 399.70

36 Clearing and grubbing road land including uprooting rank vegetation grass bushes , shrubs

saplings and trees girth upto 300mm removal of stumps of trees cut earlier and disposal of 1.00 Ha. 28455.09

unserviceable materials ( C) By mechanical means in area of light jungle

37 Box cutting the road surface to proper slope and camber for making a base for road work

including removing the excavated stuff and depositing on the road side slope as directed upto 670.00 Cumt 106.65

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

38 Earthwork for embankment including breaking clods, dressing with all lead and lift and including

watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density

including filling the depression which occur during the process using power roller 8T to 10T.(E) 4727.00 Cumt 174.80

From Borrow area with all lead

39 Construction of 100 mm thick compacted GRANULAR SUB BASE ( Grade-I , Crushed B T

materials of 53 mm to 9.5 mm @ 50 %, 9.5 mm to 2.36 mm @ 20 %, Below 2.36 mm @ 30 % )

by providing close graded matrial , mixing in a machanical mix plant at OMC, carriage of a mix

material to work site, spreading uniform layers with motor grader on prepared surface and 361.00 Cumt 1221.80

compacting with vibratory power roller to achieve desire density , complete clause as per

40 Construction of 100 mm thick compacted granular sub base ( Grade-V , Crushed B T materials

providing close graded matrial , mixing in a machanical mix plant at OMC, carriage of a mix

material to work site, spreading uniform layers with motor grader on prepared surface and 200.00 Cumt 1148.04

compacting with vibratory power roller to achieve desire density , complete clause as per

41 Providing and laying 250 mm thick Wet Mix Macadam (W.M.M.) (Two layers each of 125 mm)

using machine crushed black trap aggregate of 40 to 50 mm size in the material as per MORT & H

specification including premixing the material with water at OMC in mechanical mix plant,

carriage of mixed material by tippers to site, laying in uniform layers with paver in sub base / 480.00 Cumt 1171.74

base course on well prepared surface and compacting with vibratory roller to achieve the desired

42 Providing & Laying bituminous prime coat asphalt @ 7.5 kg / 10 sqm. of slow curing emulsion as

per MOST specifications including cost of materials labours labour equipment etc. complete.

43 Providing and laying 50 mm thick Bituminous Macadam with B.T. aggregate as per MORTH

specification and using bitumen emulsion RS-1 as per IS 8887: for tack coat @ 2.50 KG. /

Sq.m. on B T Surface with mechanical sprayer and Bulk asphalt VG-30 for mixing @ 34.00 KG. /

M.T. i.e. 3.40 % of total weight of mix including heating and mixing the aggregate and asphalt in

continuous of drum mix plant and hot laid process spreading the same by paver finisher and 220.00 MT 2731.04

consolidation with roller as per MORTH specification to achieve desire density, including

providing all materials equipments, tools and plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery drum mix plant and paver finisher etc. complete.

44 Providing and laying 25 mm thick Semi Dense Bituminous Concrete with B.T. aggregate as per

MORTH gradation asphalt grade VG-30 for mixin @ 50Kg/MT including heating and mixing the

aggreagate and asphalt by continuous of batch mix plant(or Drum Mix plant) and hot laid process

laying with paver finisher and consolidation with roller as per MORTH specificatin to achieve 120.00 MT 3366.33

desire density, including cost all materials , equipments, tools and plants, oil, kerosene, firewood,

labour charges etc. complete using contractor's own machineries batch mix plant(or Drum Mix

plant) and paver finisher etc. complete.

45 Providing and laying 100 mm thick specified quarry spall in side shoulders including carriage of

materials spreading in live and level and consolidation 30.00 Cumt 859.51

46 Road marking with hot applied thermo plastic paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied thermoplastic compound 2.5 mm thick includlng

reflectorsing glass beads@ 250 gms per sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC-35 2015. The finished surface to be level,uniform and free from

sreaks and holes. zebra patta/bump patta lane/center line/edge line/cut patta. The white color

marking should provide liminance coefficent on cement road shall be min 130mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time reflectivity,wet reflectivity and skid

resistnce as mentioned in the section 15 of IRC35-2015. warrenty for retro reflectivity shall be

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

47 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 244x122 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long

(2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black 1.00 Each 26572.09

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 45 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

48 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle 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 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 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 & 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

49 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 80 x 60 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 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 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 & 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

50 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet /

mm 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr 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 4.00 Each 3666.30

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 & 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

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

51 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle 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 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 4.00 No 4618.73

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 & 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

52 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50 cm 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 Micro Prismatic Grade retro refiectivesheeting of Type-11

as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x

x 5mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol 5.00 No 4681.35

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 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 10 years for the

Retro reflective sheeting from originaa 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

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

complete fixing in C.C. 1:5:10. 2.00 Each 356.50

54 Providing and erecting a 'W' metal double beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road

level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to 240.00 Rmt 3678.42

IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel

section 150 x 75 x 5 mm, 330 mm long complete as per clause

55 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panles with micro prismatic lens (No Glass lens) capable of

providing total internal reflection of light entering the lens face and shall support a load of

kgs. tested in accordance to ASTM D 4280 Type H and Complyinh to Specification of Category A

of MORTH Circular No RW/NH/33023/10-97 -Do III Dt 11.06. 1997. The height, width and length

shall not exceed 20mm, 130 mm and 130mm and with minimum reflective area of 13 sqcm on

each side and the slope to the base shall be 35+/-5 degrre. The body of the marker should having

finger grip for easy and accurate placement and application with epoxy/ bituminous Adhesive as

recommended by the manufacturer of the marker. The color of the marker should be as per the

IRC 35-2015 and as directed by Engineer-in-charge

56 Providing and casting in situ controlled cement with of M35 for R.C.C. work in Retaining wall as

per drawing including centering shuttering scaffolding where necessary laying vibrating curing

and finishing complete. 1.) 0 to 5 m

57 Providing and casting in situ controlled cement with of M35 for R.C.C. work in Retaining wall as

per drawing including centering shuttering scaffolding where necessary laying vibrating curing 29.00 Cumt 5874.15

and finishing complete. 2.) 5 to 10 m

58 Providing and placing in position FE 500D bar reinforcement for following items including cutting

bending hooking and tying complete as per detailed drawing for the following (A) Piers (B) 24.70 MT 73858.69

Abutments (C) R.C.C. Returns

59 Excavation for foundation upto all depth including sorting out and stacking of useful materials

and disposing of the excavated stuff upto all lead (A) Dense and Hard soil 316.00 Cumt 254.36

60 providing and filling in foundation with ordinary cement concrete M-100 mix and providing

necessary vertical pin headers including form work ,vibrating , ramming and curing complete . 36.00 Cumt 3326.71

(More than 10 ton)

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

61 Construction of compacted coarsed granular subbase 200 mm thick (Grade-III crushed B.T

materials of 9.5 mm to 4.75 mm @ 35 %, 4.75 mm to 2.36 mm @ 12.5 % ,Below 2.36 mm @

%) by providing close graded material , mixing in a mechanical mix plant at OMC,carriage of a

mix material to work site, spreading uniform layers with motor grader on prepared surface and 142.00 Cu.M 1181.70

compacting with vibratory power roller to achieve desire density , complete clause as per

62 Providing and laying 20mm thick Mix seal surfacing using B.T. aggregate as per MORTH

specification and using bitumen emulsion RS-1 as per IS 8887: for tack coat @2.5 kg / 10sq.m

with mechanical sprayer and bulk asphalt VG-30 for mixing @50.9 KG/MT i.e. 5.09% of total

weight of mix including heating and mixing the aggregate and asphalt in continuous of drum mix

plant and hot laid process spreading the same by paver finisher and consolidation with roller as 31.00 MT 3189.36

per MORTH specification to achieve desire density, including providing all materials equipments,

tools and plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own

machinery drum mix plant and paver finisher etc. complete

63 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S.

/ 1971 Class NP3 of following internal diameter. 1600 mm dia.

64 Sand bag for protection of slope including Material & Labour. 866.00 NOS 15.15

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 * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be

2 The labour cess will be deducted as per prevailing 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 R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017

as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate mentioned in all the tender.

5 The amount of dismentalled credit materials at Rs. 2301057.30 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for all required items by his own cost before execution of work as directed by engineer in charge.

Deputy Executive Engineer Executive Engineer

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