Resurfacing & Strengthening of Siddhpur-Maloj Road (Ch.0/00 to 7/900 Km.) Ta Siddhpur, Dist. Patan, Pkg. No. MMGSY/SCSP/PTN/31/2025 -2026.

MMGSY SCSP - PTN - 31. - 2025 - 2026 Resurfacing & Strengthning of Siddhpur Meloj Road, CH

-0/000 to 7/900 In Siddhpur Taluka, Dist-Patan.

QUANTITY STATEMENT

It. Description of Item (with brief specification and Estimated rate

Quantity Unit Rate In Amount

No. reference to book of specifications) In words

1 Clearing and grubbing road land including uprooting 3.16 Hec 28455.08 Rupees Twenty

rank vegetation grass bushes, shrubs, sapling and trees Eight Thousand

girth up to 300 mm removal of stumps of trees cut Four Hundred

earlier and disposal of unserviceable materials (C) By Fifty Five and

mechanical means in area of light jungle Paise Eight

2 Box cutting the road surface to proper slope and 1600.00 Cum. 114.44 Rupees One

camber for making a base of road work including Hundred

removing the excavated stuff and depositing on the road Fourteen and

side slops as directed upto 50 mts. Lead. Paise Forty

3 Earthwork for embankment including breaking clods, 25615.75 Cum. 165.42 Rupees One

dressing with all lead and lift (excluding watering and Hundred Sixty

consolidation)(C) From Borrow area within 1.0 Km.lead Five and Paise

4 Rolling & Watering Of earhwork in Layers With Vibratory 26649.75 Cum. 23.41 Rupees Twenty

Roller including filling in depressions which occur Three and

during the process.(SOR It Code 26002A P.no-255+ Paise Forty

Code-26003 P.No-187) One Only

5 Construction of granular sub-base by providing well 265.00 Cum. 1144.67 Rupees One

graded material, (Metal 25.60 mm to 53 mm 35%, B.T. Thousand One

Kapachi 25.60 mm to 4.75 mm 45% & Coarse sand Hundred Forty

below 2.38 mm 20% }spreading in uniform layers with Four and Paise

motor grader on prepared surface, mixing by mix in Sixty Seven

place method with rotavator at OMC, and compacting Only

with smooth wheel roller to achieve the desired density,

complete as per Technical Specification Clause

Grading I(Rate Analysis)

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 168.00 Cum. 1619.38 Rupees One

mm to 90 mm size including 0.27 Cu.m. stone screening Thousand Six

& 0.08 Cu.M. stone dust as filler including spreading, Hundred

watering & consolidation by vibratory roller 80KN to Nineteen and

100KN static weight.100 mm thick compected. Paise Thirty

7 Provdining and laying W.B.M of B.T.M.C metal of size 45 476.00 Cum. 1520.59 Rupees One

mm to 63 mm size including 0.12 Cu.M. Stone Screeing Thousand Five

& 0.08 Cu.M. stone dust as filler including spreading, Hundred

watering & consolidation by vibratory roller 80KN to Twenty and

100KN static weight. 75 mm thick compected each of Paise Fifty

two layer. Nine Only

8 Providing and laying bituminous grout base course 37.5 3360.00 MT 2315.34 Rupees Two

mm thick using asphalt VG-30 for tack coat at the rate of Thousand

4 Kg./ 10 Sq.Mt. on WBM surface using B.T. stone Three Hundred

aggregates as per required gradation with the asphalt of Fifteen and

VG-30 grade at the rate of 1.99 % i.e. 19.90 Kg. /M.T. by Paise Thirty

weight by mix including heating and mixing in drum mix Four Only

plant, transporting the mix spreading the same by paver

finisher and consolidation by vibratory roller including

cost of all materials, fuel labours, tools and plant etc.

using contractors own drum mix plant etc.

complete{Rate Analysis}

9 providing and laying 37.50 mm thick compacted 3610.00 MT 2842.35 Rupees Two

bituminous macadam using stone chips 0.66 Cum per Thousand Eight

M.T. mix. As gradation and using asphalt grade VG 30 for Hundred Forty

tack coat for 2.50 kg/10smt on BT surface and mixing 34 Two and Paise

Kg M.T. (L.e. 3.40 % of mix ) including heating the asphalt Thirty Five Only

and aggregate by continuous batching drum mix plant

transporting mixed material and spreading the same by

paver finisher and consolidation by vibretory roller of

KN to 100 KN static weight including the cost of labour

oil lubricants etc using contractor's own machineries

and plants (R.A.)

10 Providing and laying 20 mm thick Mixed seal surfacing 1917.00 MT 3396.17 Rupees Three

using stone shipping and aggregates as per M.O.R.T. & H Thousand

gradation and asphalt grade VG-30 for mixing at the rate Three Hundred

of 51.00 Kg./ M.T. i.e. 5.10% of total mix weight of the Ninety Six and

including heatine the asphalt and aggregates ny Paise

continous batching of drum mix plant and spreading the Seventeen

same by paver finisher and consolidation with vibratory Only

roller and flushing sand @ 0.30 CuM. / 100 Sq.Mt.

including providing all materials qequipemnts, tools and

plant, oil, Kerosene, firewood, labour charges etc.

comp. using contractor's own machineries, drum mix

and paver finisher etc. complete(R.A)

11 Providing hard side shoulder of 100 mm thick for 1415.00 Cum. 668.32 Rupees Six

embankment using quarry spall with all lead and lift and Hundred Sixty

including watering and rolling and consolidation of sub Eight and Paise

grade in layers at OMC to required dry density including Thirty Two Only

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{As per R.A.}

12 Scarifying graveled macadam or bitumen macadam 39050.00 Sqm. 43.58 Rupees Forty

surface 6 cms. to 10 cms. depth i.c. stacking useful Three and

materials on road side and disposing of remaining stuff. Paise Fifty

13 Dismentaling the existing structure including removing 264.00 Cum. 974.66 Rupees Nine

and stacking the dismentelled materials as and where Hundred

directed. (A) R.C.C. work. Seventy Four

and Paise Sixty

14 Excavation for foundation upto 1.5 m depth including 994.00 Cmt 117.08 Rupees One

sorting out and stacking of useful material and disposing Hundred

off the excavated stuff upto 50 m lead(A) Loose or soft Seventeen and

soil Paise Eight

15 Excavation for foundation in sand, gravel, clay soft soils 1065.00 Cmt 535.45 Rupees Five

and murrum etc. including shoring, strutting dewatering Hundred Thirty

as necessary and disposing of the excavated stuff as Five and Paise

directed.(A) Depth upto 3.0 M. and lead upto 100m Forty Five Only

16 Excavation for foundation in sand, gravel, clay soft soils 659.00 Cmt 628.18 Rupees Six

and murrum etc. including shoring, strutting dewatering Hundred

as necessary and disposing of the excavated stuff as Twenty Eight

directed.(B) Depth from 3.0 to 6.0 M.and lead upto and Paise

100m Eighteen Only

17 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 259.00 Cmt 2775.60 Rupees Two

machine crushed stone aggregate 40mm nominalsize) Thousand

and curing complate in Foundation & Plinth. Seven Hundred

and Paise Sixty

18 Providing and casting in situ ordinary cement concrete M- 1510.00 Cmt 3618.98 Rupees Three

150 mix and providing necessary pin headers including Thousand Six

shuttering, scaffolding, laying vibrating curing and Hundred

finishing complete without V Grooves. (A) Height from Eighteen and

0.0 to 5.00 mt Paise Ninety

19 Providing and casting in situ controlled cement concrete 1367.00 Cmt 4982.98 Rupees Four

M-20 for R.C.C. return as per drawings including Thousand Nine

centering shuttering, scaffolding where necessary, Hundred Eighty

laying vibrating, curing and finishing complete.(A) Height Two and Paise

from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return Ninety Eight

20 Providing and casting in situ controlled cement 36.00 Cmt 5167.58 Rupees Five

concrete M-25 for R.C.C. work in pier cap,abutment Thousand One

cap and dirt wall including controlled cement concrete Hundred Sixty

M-30 bed blocks or pedstals of required size below Seven and

bearings as per detailed drawings, centering, shuttering, Paise Fifty

scaffolding, wherever necessary, laying vibating, curing Eight Only

and finishing complete.

21 Providing and casting. in situ controlled cement 106.00 Cmt 5394.16 Rupees Five

concrete M-300 for R.C.C. solid slab including centering, Thousand

scaffolding, curing and finishing complete. Three Hundred

22 Providing and casting in situ ordinary cement concrete 23.00 Cmt 5178.66 Ninety Four

concrete M-300 for approach slab including Thousand One

formwork curing and finishing complete. Hundred

23 Providing and casting in situ ordinary cement concrete M- 45.00 Cmt 5352.78 Rupees Five

400 for average 100 mm thick wearing coat laid as Thousand

directed including tamping ,vibrating, finishing, curing Three Hundred

and filling in joints with bitumen complete. Fifty Two and

24 Providing and casting in situ ordinary cement concrete 20.00 Cmt 5069.77 Paise

M-400 for Kerbs/Kerb blocks including formwork, Thousand Sixty

curing and finishing complete. Nine and Paise

25 Supplying and fixing reinforced concrete heavy duty non- 45.00 Rmt 1190.05 Seventy

pressure pipes with collars for culverts carrying heavy Thousand One

traffic as per IS 458-1991 specifications including setting Hundred

the pipes in C.M. 1:2 watering and laying (to level or Ninety and

slopes) of class NP3 of following internal daimeters.(ii) Paise Five Only

26 Providing and laying Ordinary cement concrete M.150 187.00 Rmt 3775.43 Rupees Three

for curing complete excluding cost of formwork and Thousand

reinforcement for reinforced concrete work in (A) Seven Hundred

Foundations, footings,Base of columns and Mass Seventy Five

concrete and Paise Forty

27 Providing TMT Bar FE 500D reinforcement for R.C.C. 11836.84 kg 76.98 Rupees

work including bending, binding and placing in position Seventy Six

complete upto floor two level and Paise

28 Providing and fixing in position Mild steel dowel bars in 18.00 No 341.28 Rupees Three

pier caps or abutment caps for anchorage in fixed end Hundred Forty

as per detailed drawings including cutting, bending and One and Paise

welding complete. Twenty Eight

29 Providing and fixing in position Mild steel dowel bars in 18.00 No 399.69 Only

pier caps or abutments caps for anchorage in free end Hundred

as per detailed drawing including cutting, bending and Ninety Nine

welding complete. and Paise Sixty

30 Providing PVC 100 mm diameter water spouts including 12.00 NO. 159.36 Rupees One

necessary iron grating as per drawings Hundred Fifty

31 Providing and laying - Filter Media 600mm thick directed 207.00 Smt 1298.37 Rupees One

at the back of abutments, returns and wing walls as per Thousand Two

detailed specifications. Hundred

32 Providing And Laying weep hole in Abutment and returns 345.00 No. 146.03 Rupees One

By using PVC pipe of 110 mm dia Including Laying in Hundred Forty

proper grade and jointing the Completed as per Detiled Six and Paise

Specification Three Only

33 Providing and casting in situ ordinary cement concrete M- 340.00 Cmt 4697.60 Rupees Four

250 for average 200 mm thick wearing coat laid as Thousand Six

directed including tamping ,vibrating, finishing, curing Hundred

and filling in joints with bitumen complete with Ninety Seven

Compaction and finishing of cement concrete road by and Paise Sixty

trimix process providing extra labour charges for the Only

trimix vacum dewatering service process on cement

concrete road surface by using vacum dewatering pump

floater surface vibrator including making groves and

rough finish to surface as per in including levelling the

complet ( Rate Analysis)

34 Providing Pre-moulded asphalt filler joints as per 62.00 Smt 703.52 Rupees Seven

drawings.(A) 12 mm Hundred Three

and Paise Fifty

35 Providing during Temporary diversion suitable for traffic 100.00 Rmt 2818.13 Rupees Two

the construction period of the Bridge /C D work by Thousand Eight

leveling existing ground and Provdining and laying W.B.M Hundred

of B.TM.C metal of size 45 mm to 63 mm size in layers Eighteen and

etc. complete. Paise Thirteen

36 Providing and laying rubble for appron (each stone 184.00 Cmt 1000.77 Rupees One

weighting not less than 40Kg.) including and packing and Thousand and

filing in the interestices with quarry-spalls.. Paise Seventy

37 Providing and fixing Hectometer as per I.R.C. type design 32.00 No 116.08 Rupees One

including painting, lettering etc. complete.(i) Fixing in Hundred

Earth Sixteen and

38 Providing and fixing Ordinary Kilometer Stone of precast 8.00 No 1293.39 Rupees One

C.C. 1:2:4 including necessary reinforcement as per Thousand Two

I.R.C. type design in C.C. 1:4:8 including Hundred

painting,lettering etc. complete (For O.D. road V.R.) Ninety Three

39 Providing and fixing 5th Kilometer Stone of precast C.C. 2.00 No 1935.15 Rupees One

1:2:4 including necessary reinforcement as per I.R.C. Thousand Nine

type design in C.C. 1:4:8 including painting,lettering etc. Hundred Thirty

complete. Five and Paise

40 Citizen' s information Board- Providing and fixing of 1.00 No 10977.69 Rupees Ten

typical information board as per instruction. Two MS Thousand Nine

plates of 1.6mm thick, of 900 mm x 750mm size fixed at Hundred

top & bottom duly welded with MS angles of 25 x 25 x 5 Seventy Seven

mm thick M.S plate shall be welded by two vertical M.S and Paise Sixty

flats & four horizontal M.S flates 5 mm thick to 75 mm x Nine Only

75 mm of 12 SWG square tubes postsduly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm

x 75mm, below ground level. Painting New letters &

figure of any shade with ready mixed synthetic enample

paint of superior quality in required shade and colour,

All sections offramed posts and steel tube will be

painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and

41 Project Information Board: Providing and fixing of typical 1.00 No 11832.15 Rupees Eleven

Project informatory sign boardwith Logo as per 1700 of Thousand Eight

MORD specifications and drawing. The board will be a Hundred Thirty

composite unit consisting ofThree Plates ACM Two and Paise

(Aluminum Composite Material), material specificaitons Fifteen Only

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 flushed with the top of 75mm

dia medium steel tube posts and these posts will be

embeded 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

42 Direction sign (Junction board):-Providing and fixing sing 8.00 No 14831.71 Rupees

boards made out of 2mm aluminium sheet; size 244 x Fourteen

122cms. rectangle as as per the design of IRC-67-1977 Thousand Eight

pre treated with phospheting process & acid etching; Hundred Thirty

coated with one coat of epoxy primer and two coats of One and Paise

best quality epoxy paint; reflectorised with retro Seventy One

refiective sheeting as per latest M.O.S.T. Specifications; Only

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

43 STOP Sign :-Providing and fixing sing boards made out of 4.00 No 6704.36 Rupees Six

4mm ACP (Aluminium Composite Panel); size 90 cms. Thousand

Octagonal as per design of IRC-67-2012. Pre treated Seven Hundred

with phospheting process & acid etching; coated with Four and Paise

one coat of epoxy primer and two coats of best quality Thirty Six Only

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiective sheeting of Type-4 as per ASTM D-

4956 and latest MORD Specifications; 3.1mtr long stand

post of Iron Angle 75 x 75 x 6 mm as required and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with best quality 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 block of size 45 x 45 x

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 shall be submitted

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

Reflective Sheeting

44 Village name/ Bump Ahed sign :-Providing and fixing sing 16.00 No 5045.36 Rupees Five

boards made out of 2mm aluminium sheet; size 90 x Thousand Forty

60cms. rectangle as as per the design of IRC-67-1977 Five and Paise

pre treated with phospheting process & acid etching; Thirty Six Only

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 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)...

45 Hazard Marker Sign :-Providing and fixing sing boards 16.00 No 2423.74 Rupees Two

made out of 2mm aluminium sheet; size 90 x 30cms. Thousand Four

rectangle as as per the design/drawing attached (IRC) Hundred

pretreated with phospheting process & acid etching; Twenty Three

coated with one coat of epoxy primer and two coats of and Paise

best quality epoxy paint; reflectorised with retro Seventy Four

refiective sheeting as per latest M.O.S.T. Specifications; Only

3.1m long stand post and frame 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

46 Regulatory/Mandatory signs :Providing and fixing sing 14.00 No 3439.81 Rupees Three

boards made out of 2mm aluminium sheet; size 60cms. Thousand Four

diameter circle as per the design of IRC-67-1977 pre Hundred Thirty

treated with phospheting process & acid eteching; Nine and Paise

coated with one coat of epoxy primer and two coats of Eighty One

best quality epoxy paint; reflectorised with retro Only

refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm 75x75x6mm as

required; painted with best quality 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 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)...INo-26094A, SOR 24-

47 Road marking with hot applied thermoplastic paints with 1746.00 Sqm. 367.72 Rupees Three

reflectorising glass beads on bitumin surface providing Hundred Sixty

and laying a hot applied thermoplastic compound 2.5 Seven and

mm thick including reflectorising glass beads @ 250gms Paise Seventy

per sqm area, thickness of 2.5mm is excluding of Two Only

surface applied glass beds as per IRC:35-2015. The

finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta lane/center

line/ edge line/cut patta. The white color marking should

provide liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be min

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

resistance as mentioned in the section-15 of IRC 35-

2015. Warranty for the Retro reflectivity should be two

48 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 1941.00 No 217.40 Rupees Two

Markers made of polycarbonate and ABS moulded body Hundred

and reflective panels with Micro prismatic lens (No Seventeen and

Glass bead lens) capable of providing total internal Paise Forty

reflection of the light entering the lens face and shall Only

support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications of

Category A of MORTH Circular No RW/NH/33023/10-97

Ð DO III Dt 11.06. 1997. The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and

the slope to the base shall be 35 +/- 5 degree. 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.

49 Metal Beam Crash Barrier 160.00 Rmt 5700.44 Rupees Five

Type - A, "W" : Metal Beam Crash Barrier (Providing and Thousand

erecting a "W" metal beam crash barrier comprising of 3 Seven Hundred

mm thick corrugated sheet metal beam rail, 70 cm and Paise Forty

above road/ground level, fixed on ISMC series channel Four Only

vertical post, 150 x 75 x 5 mm spaced 2 m centre to

centre, 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 conform to 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 810)

50 Providing and lauying weep hole in Aburtments, and 177.00 No 90.82 Rupees Ninety

|returns by using A.C. pipe of 100MM including fixing in and Paise

proper grade and jointing the complete as per detailed Eighty Two

|specification Only

51 Supplying fitting and fixing in position true line and level 31.00 Sqm. 63.13 Rupees Sixty

tar paper between abutment etc complete confirmig to Three and

IRC:83.of Morth Spe.complete inclu.all accessories as Paise Thirteen

Iner drawing and soeci.lAs Per MRÌ Only

52 Providing and fixing TMT dowel bars of minimum 77.00 Rmt 490.65 Rupees Four

32mm dia. For anchoring by drilling holes in Hundred

|foundation strata including necessary bending, Ninety and

hooking of dowel bars and grouting the holes Paise Sixty Five

complete as per detailed drawing and as directed Only

53 Providing and laying in position FE 550/550D TMT bar 33.87 MT 78369.22 Rupees

reinforcement including cutting, bending, hooking and Seventy Eight

tying complete as per detailed drawings for the All RCC Thousand

work.Add different of FE500/550D= 4459.00 Three Hundred

0 deduct credit lump sum 0.00 0 0.00 -50000.00

Rupees Five Crores Eighty Three Lakhs Six Thousand Two Hundred Twenty Three and Paise Sixty Four Only

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............... Estimated amount put to tender Rs.........

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Notes 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 made.

Notes 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Notes 3 - GST and Income tax TDS will be deducted at a source while making payments of bills.

Note 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.