Road Work

GOVERNMENT OF GUJARAT

DISTRICT PANCHAYAT (R & B) DIVISION

DevBhumi Dwarka.

Name of work : Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

Estimate Amount : "R4."\ 0.68

Taluka : Bhanvad

District : Dev Bhumi Dwarka

1 Estimated Cost :

2 Earnest Money: :

3 Validity period of tender offered :

4 Security Deposit - :

(i) In the form of small Savings or Narmada Bonds (of minimum 17 months time limit) -- 2.5% :

(ii) To be dedcted from bills -- 2.5% :

(iii) Performance bond of Schedule bank… 5% :

(iv) Total 10% :

5 Time allowed for competition of the work from the date of written order to commence the work :

Sr. No. Item Quantity Rate

Mild Steel 44000

TMT Steel 50000

નાં પીબી/૧/ /૨૦૧૪ નાયબ કાર્યપાલક ઇજનેરશ્રીનીકચેરી,

મા.અને.મ.(પંચાયત) પેટાવિભાગ,

પશુ દવાખાના ના કમ્પાઉન્ડ,

કાર્યપાલક ઇજનેરશ્રી,

મા.અને.મ.(પં) વિભાગ

વિષય : દ્વારકા તાલુકાના આયોજન ૨૦૧૩-૧૪ માં સમાવેશ થયેલ કામ રદ કરવા બાબત.

ઉપરોક્ત વિષયે જણાવવાનું કે દ્વારકા તાલુકાના મકનપુર ગામે મકનપુર – મોજપ વચ્ચે રેલ્વે ફાટક પાસે રસ્તામાં પુલીયા નું કામને આયોજન ૨૦૧૩–૧૪ માં સમાવેસ થયેલ આ કામની સ્થળ તપાસ કરતાં તેમજ સરપંચશ્રી સાથેની રૂબરૂ મુલાકાત દરમ્યાન આ સ્થળ પર કાચો રસ્તો છે. અને આ રસ્તો રેલ્વેની હદમાંથી પસાર થતો હોય કામ થઇ શકે તેમ ન હોય આ કામ રદ કરવા આપને ત્યાંથી યોગ્ય થવા વિનંતિ.

નાયબ કાર્યપાલક ઇજનેર

મા.અને.મ. (પં) પેટાવિભાગ,

Name of work: Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

Sr no. Description Of Items Sub Est. No Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad Total remarks

Qty. Rate Amount Quintity Rate Unit Total Amount

1 Providing and Laying granular sub-base Grade-I C.B.R. not less than 30% by providing coarse graded matrerial,consisting of B.T. crushed stone aggregates 53 mm to 26.5 mm @ 35%,26.50 mm to 4.75 mm @ 45%,2.36 mm to below @ 20% coarse sand combination and stone dust/grit spreading in uniform layers with motor grader on prepared surface,mixing by mix in Place method with rotovator at O.M.C. to required dry density including filling the depressions which occred during the process using vibratory roller complete as per Clause-401 1 2238.00 574.08 1284791.04 2238.00 574.08 Cu.m 1284791.04 0.00 1284791.04

2 Supplying and stacking of crushed stone aggregates, chippings of hard of stone 40 to 63 mm mm size free of disintegrated pieces of deleterious and organic matter (for W.B.M.) and grading as per I.R.C. code. including filling the boxes with all lead and lift. 1 2005.00 421.00 844105.00 2202.00 421.00 Cu.m 927042.00 1.97 927043.97

3 Supplying and stacking of Machine crushed stone aggregates, chippings etc.of 6 to 10 mm size of hard stone free of disintegrated pieces, deleterious and organic matter (for WBM) and grading as per I.R.C. code. Including filling the boxes with all lead and lift. 1 422.00 389.26 164267.72 466.00 389.26 Cu.m 181395.16 0.00 181395.16

4 Supplying and stacking of stone dust on road site including filling the measure boxes with all lead and lift. 1 201.00 218.57 43932.57 221.00 218.57 Cu.m 48303.97 0.00 48303.97

5 Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size aggreagates 1 2430.00 158.57 385325.10 2671.00 158.72 Cu.m 423941.12 -12.08 423929.04

6 Spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as directed.(i) STONE DUST 1 201.00 93.62 18817.62 221.00 93.71 Cu.m 20709.91 -1.10 20708.81

7 Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C) Water bound Macadam (Layer not exceeding 100mm thickness) 1 2430.00 75.75 184072.50 2671.00 75.75 Cu.m 202328.25 0.00 202328.25

8 Earthwork for embankment including breaking clods, dressing from borrow area with all lead and lift (excluding watering and consolidation). 1 15696.00 160.24 2515127.04 16202.00 160.24 Cu.m 2596208.48 0.00 2596208.48

9 Rolling of earthwork in layers with power roller including filling in depressions which occur during the process as dricted. 1 15696.00 18.67 293044.32 16296.00 18.67 Cu.m 304246.32 0.00 304246.32

10 providing and applying primar coat with bitumen emulsion on prepared surface of granular base including cleaning of road sureface and spraying primer @ rate of 0.60 kg./Sq.m using mechanical means. 1 0.00 18.18 0.00 7598.00 18.18 Sqm. 138131.64 0.00 138131.64

11 Providing and laying 37.50 mm thick Built up spray grout in One layers using black crushed stone aggregate as per gradation and specification including using bitumen for tackcoat at the rate of 2.5 Kg./10 Sqmt. on Surface by mechanical sprayer and bitumen of VG-10 grade mixing at the rate of 19.90 Kg./ M.T.by weight of total mix ( i.e.1.99 % ) including heating and mixing the aggregate and bitumen by continuous batching drum mix plant, transporting the mix and spreading the same by paver finisher and consolidation with vibratory roller including cost of all materials, fuel, labours,tools and plants. using contractor's own drum mix plant and machineries etc. complete. 1 0.00 1897.97 0.00 570.00 1897.97 M.T 1081842.90 0.00 1081842.90

12 Providing, laying and rolling of 25 mm thick open graded premix bitumenous carpet with B.T. aggregate as specified and using bitumen VG-10 for tackcoat at the rate of 2.5 Kg./10 Sq.Mt. on BT surface and using bitumen VG-10 for mixing with aggregate at the rate of 3.36 % i.e. 33.60 Kg./ M.T. of total mix including heating and mixing in drum mix plant, spreading the same with paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labor charges etc. using contractor's own drum mix plant and equipment, tools etc. completed in accordance with the requirement of specification. 1 0.00 2701.26 0.00 399.00 2701.26 M.T 1077802.74 0.00 1077802.74

13 Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG-10 for mixing with aggregate at the rate of 4.5 % i.e. 45.00 Kg./M.T. of total mix including heating and mixing in drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tools etc. complete in accordance with the requirement of specification. 1 0.00 3045.42 0.00 208.00 3045.42 M.T 633447.36 0.00 633447.36

14 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 up to 50mt. Lead 1 0.00 69.47 0.00 113.00 69.47 Cu.m 7850.11 0.00 7850.11

15 Providing and filling in foundation with ordinary C.C. M-100 mix and Providing necessary vertical pin headers including formwork, vibrating, ramming and curing etc. complete. 1 0.00 2216.45 0.00 351.00 2216.45 Cu.m 777973.95 0.00 777973.95

16 Providing and casting in situ ordinary Trimix cement concrete M200 for average 200 mm thick road work laid as directed including provoding and laying MS side rail of road thickness with necessary nut bolts plates fixing as per width width applying plate vibrator ( Electric or Diesel )on channel compressor with vaccume dewatering system by using all necessary equipment and materials and machinary such as running creed vibrator on prelaid MS Channel for levelling vaccum pump floating power trovelling etc filling the joints with Bitumin as directed etc. comp. 1 0.00 3233.6 0.00 85.00 3233.60 Cu.m 274856.00 0.00 274856.00

17 Providing HYSD reinforcement for R.C.C work including bending, binding and placing in position complete upto floor two level. 1 0.00 0.00 4.31 56114.61 M.T. 241853.97 -0.01 241853.96

18 Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (B)Dence or Hard soil 1 0.00 161.19 0.00 207.00 161.19 Cu.m 33366.33 0.00 33366.33

19 Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (C) Hard Murrum 1 0.00 274.67 0.00 175.00 274.67 Cu.m 48067.25 0.00 48067.25

20 Providing & Casting in situ ordinary CC M-150 mix & providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing & finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton 1 0.00 2823.75 0.00 391.00 2823.75 Cu.m 1104086.25 0.00 1104086.25

21 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 Cement mortar 1 : 2 watering and laying (to level or slope) of class NP3 of [Vii] 900 mm internal dia. 1 0.00 3862.79 0.00 90.00 3862.79 Rmt 347651.10 0.01 347651.11

22 Filling around the pipes with murrum including dressing and tampering etc. complete. 1 0.00 54.62 0.00 91.00 54.62 Cu.m 4970.42 0.00 4970.42

23 Providing & casting in situ ordinary CC M-200 mix for average 100mm thick wearing coat laid as directed including temping,vibreating, finishing in joints with bitumen More than 10 ton 1 0.00 3159.23 0.00 74.00 3159.23 Cu.m 233783.02 0.00 233783.02

24 Providing and fixing ordinary K.M Stone precast C.C 1:2:4 including necessary reinforement as per I.R.C type design in C.C 1:4:8 including painting and lettering etc. complete. (For ODR & VR). 1 0.00 594.94 0.00 4.00 594.94 No. 2379.76 0.00 2379.76

25 Providing & fixing Hectometer as per IRC type design including painting, lettering etc.complete ( i ) fixing in Earth 1 0.00 135.47 0.00 12.00 135.47 No. 1625.64 0.00 1625.64

26 Providing & indicator stone as per IRC type design including painting, lettering etc.complete ( I ) fixing in Earth 1 0.00 118.77 0.00 104.00 118.77 No. 12352.08 0.00 12352.08

27 Providing & fixing guard stone as per IRC type design including painting, lettering etc.complete ( I ) fixing in Earth 1 0.00 64.47 0.00 60.00 64.47 No. 3868.20 0.00 3868.20

28 Supplying and fixing Road sign Board of M.S plates and angle iron including painting, lettering etc. complete including fixing in C.C 1:4:8 with necessary excavation etc. complete as per I.R.C type Design. (II) Reflective type. 1 0.00 3511.09 0.00 8.00 3511.09 No. 28088.72 0.00 28088.72

29 Providing and fixing junction board of M.S plates and angles as per standard I.R.C design including fixing in C.C 1:4:8 with necessary excavation, painting figuring and lettering on board etc, complete 1 0.00 5472.18 0.00 2.00 5472.18 No. 10944.36 0.00 10944.36

30 Providing and fixing village name boards as per standard I.R.C type design of steel plate including painting, lettering etc. complete with fixing in C.C 1:4:8 block with necessary excavation. 1 0.00 3943.44 0.00 2.00 3943.44 No. 7886.88 0.00 7886.88

31 Citizen' s information Board- Providing and fixing of typical MMGSY information board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate shall be welded by two vertical M.S flats & four horizontal M.S flates 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 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 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) 1 0.00 9288.97 0.00 1.00 9288.97 No. 9288.97 0.00 9288.97

32 Hazard Marker Sign:- Providing anf fixing sign board made out of 2mm alluminium sheet size 90x30 cm ,rectangle 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 paints ,reflectorised with retro reflective sheeting as per latest M.O.S.T.specification ,3.1m long stand post and frame fabricated from suitable size iron angle of 35 x35x3mm &50 x50 x5mm painted with best quality epoxy coating the fixing at site shall be in 1:2:4 cc block of size 45 x45x 60 cm for each leg.including excavation curing etc. complete under the supervision of Engineer in charge (A) Engineers grade) 1 0.00 2555.35 0.00 10.00 2555.35 No. 25553.50 0.00 25553.50

33 Supplying and fixing cat eye ( Stimsonite) made out from acrile beautile sterine injuction high compressed molding with reflector made of MMC ( prismatic type of size 12cmx6cmx2.50cm) provided with bituminous adhesive 100g with each unit for fixing ( Engineer Grade) 1 0.00 375.72 0.00 40.00 375.72 No. 15028.80 0.00 15028.80

34 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO informatory sign board with Logo as per section 1700 of MORTH specifications and drawing. The board will be a composite unit consisting of Two Plates of ACM (Aluminum Composite Material), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx6mm Mild steel post at Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY logo, letters and numerals on the ACM should be made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest MORD section 1700 and IRC 67-2012 specifications. Al the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the MMGSY Logo sign Design and as directed by Engineer in-charge. A warranty for 5 years for the Retro reflective sheeting for Type-1 Class-A from original manufacturer shall be submitted by contractor. 1 0.00 4680.34 0.00 1.00 4680.34 No. 4680.34 0.00 4680.34

35 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm 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 M.O.S.T.Specifications; 3.3 mtr 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 35x35x3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscriptlon / 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 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. (A) Class-B Type-4 Retro Reflective sheeting 1 0.00 3989.5 0.00 2.00 3989.50 No. 7979.00 0.00 7979.00

36 Informatory signs :Providing & Fixing sign boards made out of 2mm. Aluminium sheet size 80 x 60 cms. Rectangle 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 pinte reflectorised with retro reflective sheeting as per lates M.O.S.T Specification : 3.1 M long Stand post and frame fabricated from suitable fsize iron angle of 35 x 35 c x 3mm. 75 x 75 x 6mm. as required : painted with best quality epoxy coating in black and white bends the details of symbole 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.comp. under the supervision of engineer in charge. (B) High Intensity Grade. 1 0.00 5048.99 0.00 2.00 5048.99 No. 10097.98 0.00 10097.98

37 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 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as 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........................... 1 0.00 4326.84 0.00 2.00 4326.84 No. 8653.68 0.00 8653.68

38 Excavation for foundation in hard murrum and boulders and very stiff or sticky clay and other similar strata including shoring, struting, dewatering as necessary and disposing of excavated stuff as directed 1 0.00 388.14 0.00 94.00 388.14 Cu.m 36485.16 0.00 36485.16

39 Excavation for foundation in large boulders and soft rock by welding including shoring, struting, dewatering as necessary and disposing of excavated stuff as directed 1 0.00 454.95 0.00 321.00 454.95 Cu.m 146038.95 0.00 146038.95

40 Excavation in hard rock by dry wet blasting and chiselling including dewatering preparing foundation base by proper banching and stepping and disposing of excavated stuff as directed (A) Requiring blasting. (S.O.R. P.No. 199/I.No.27010)A 1 0.00 547.22 0.00 117.00 547.22 Cu.m 64024.74 0.00 64024.74

41 Providing and fixing mild steel dowel bars as per I.S. std. of minimum 32 mm dia. For anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed. 1 0.00 0.00 141.00 388.06 Rmt 54716.46 0.12 54716.58

42 Providing and casting in situ ordinary cement concrete M-200 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Grooves. (A) Height from 0.0 to 5.0 1 0.00 3348.35 0.00 929.00 3348.35 Cu.m 3110617.15 0.00 3110617.15

43 Providing and casting in situ ordinary cement concrete M-150 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Grooves. (A) Height from 0.0 to 5.0 1 0.00 2890.62 0.00 234.00 2890.62 Cu.m 676405.08 0.00 676405.08

44 Providing and casting in situ Controled cement concrete M-200 mix for R.C.C. works in pier cap, abutment cap and dirt wall including controlled cement concrete M-250 bed blocks or pedestals of required size below bearings as per detailed drawing, centering, shuttering, scaffolding, wherever necessary, laying, vibrating, curing and finishing complete. 1 0.00 3845.42 0.00 31.00 3845.42 Cu.m 119208.02 0.00 119208.02

45 Providing and laying weep holes in abutment and return by using A.C. pipe of 100 mm dia. Including fixing in proper grade and jointing etc. complete as per detailed specification 1 0.00 55.05 0.00 105.00 55.05 No. 5780.25 0.00 5780.25

46 Providing and casting in situ Controled cement concrete M-250 mix for R.C.C. solid slab including centering, scaffolding, curing and finishing complete. 1 0.00 4289.72 0.00 97.00 4289.72 Cu.m 416102.84 0.00 416102.84

47 Providing 12 mm thick pre- moulded asphalt filler joints as per drawings 1 0.00 769.92 0.00 25.00 769.92 Sq.m 19248.00 0.00 19248.00

48 Providing and casting in situ control cement concrete M – 250 for average 75 mm thick wearing coat laid as directed including temping,vibrating, finishing, curing and filling in joints with bitumen complete 1 0.00 4036.31 0.00 19.00 4036.31 Cu.m 76689.89 0.00 76689.89

49 Providing and casting in situ controledordinary cement concrete M-250 for approach slab including formwork, curing and finishing complete. 1 0.00 3907.99 0.00 34.00 3907.99 Cu.m 132871.66 0.00 132871.66

50 Providing thermo mechanically treated bars (T.M.T.) Fe415 for R.C.C. work including bending, binding and placing in position etc. complete. (A) Solid slab 1 0.00 61665.99 0.00 10.78 61665.99 M.T. 664882.70 0.00 664882.70

51 Providing and laying filter media 600 mm thick as directed at the back of abutment, return and wing wall as per detailed specification. 1 0.00 786.89 0.00 331.00 786.89 Sq.m 260460.59 0.00 260460.59

52 Demolition of Brick work and stone masonry including stacking of serviceable materials and disposal of unserviceable materilas with all lead and lift (ii) In Cement Mortar 1 0.00 357.39 0.00 222.00 357.39 Cu.m 79340.58 0.00 79340.58

53 Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. (i) RCC work 1 0.00 687.2 0.00 68.00 687.20 Cu.m 46729.60 0.00 46729.60

54 Providing Mild Steel reinforcement for RCC work including bending, binding and placing in position complate upto floor two level 1 0.00 54653.24 0.00 1.69 54653.24 M.T. 92363.98 0.00 92363.98

Arithmetical Error Check 1 5733482.91 5733482.91 0.00 -11.09

Amount put to tender Rs. 18145042.85 18145042.85

1 % Q. C. Testing charges 181449.06 181449.06

2 % contigency charges 362898.13 362898.13

Rounding Figure 46.19 46.19

Arithmetical Error -125.14 -125.14

Error due to Av. Rate -11.09 -11.09

Total Amount not put to tender Rs. 544257.15 544257.15

Name of work: Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

Taluka :- Bhanvad Dist :- D.B.Dwarka

1 Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

Memorandam showing the items of work to be carried out

Item No Quantities estimated but may be more or less. Item of works Estimated Rates Unit Total amount according to estimated quantities.

In Figures Rs. Ps. In words

1 2238.00 Providing and Laying granular sub-base Grade-I C.B.R. not less than 30% by providing coarse graded matrerial,consisting of B.T. crushed stone aggregates 53 mm to 26.5 mm @ 35%,26.50 mm to 4.75 mm @ 45%,2.36 mm to below @ 20% coarse sand combination and stone dust/grit spreading in uniform layers with motor grader on prepared surface,mixing by mix in Place method with rotovator at O.M.C. to required dry density including filling the depressions which occred during the process using vibratory roller complete as per Clause-401 574.08 Rs. Five Hundred Seventy Four and Paise Eight Only. Cu.m 1284791.04

2 2202.00 Supplying and stacking of crushed stone aggregates, chippings of hard of stone 40 to 63 mm mm size free of disintegrated pieces of deleterious and organic matter (for W.B.M.) and grading as per I.R.C. code. including filling the boxes with all lead and lift. 421.00 Rs.Four Hundred Twenty One Only. Cu.m 927042.00

3 466.00 Supplying and stacking of Machine crushed stone aggregates, chippings etc.of 6 to 10 mm size of hard stone free of disintegrated pieces, deleterious and organic matter (for WBM) and grading as per I.R.C. code. Including filling the boxes with all lead and lift. 389.26 Rs.Three Hundred Eighty Nine and Paise Twenty Six Only. Cu.m 181395.16

4 221.00 Supplying and stacking of stone dust on road site including filling the measure boxes with all lead and lift. 218.57 Rs. Two Hundred Eighteen and Paise Fifty Seven Only. Cu.m 48303.97

5 2671.00 Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size aggreagates 158.72 Rs. One Hundred Fifty Eight and Paise Seventy Two Only. Cu.m 423941.12

6 221.00 Spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as directed.(i) STONE DUST 93.71 Rs. Ninty Three and Paise Seventy One Only. Cu.m 20709.91

7 2671.00 Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C) Water bound Macadam (Layer not exceeding 100mm thickness) 75.75 Rs. Seventy Five and Paise Seventy Five Only. Cu.m 202328.25

8 16202.00 Earthwork for embankment including breaking clods, dressing from borrow area with all lead and lift (excluding watering and consolidation). 160.24 Rs. One Hundred Sixty and Paise Twenty Four Only. Cu.m 2596208.48

9 16296.00 Rolling of earthwork in layers with power roller including filling in depressions which occur during the process as dricted. 18.67 Rs. Eighteen and Paise Sixty Seven Only. Cu.m 304246.32

10 7598.00 providing and applying primar coat with bitumen emulsion on prepared surface of granular base including cleaning of road sureface and spraying primer @ rate of 0.60 kg./Sq.m using mechanical means. 18.18 Rs. Eighteen and Paise Eighteen Only. Sqm. 138131.64

11 570.00 Providing and laying 37.50 mm thick Built up spray grout in One layers using black crushed stone aggregate as per gradation and specification including using bitumen for tackcoat at the rate of 2.5 Kg./10 Sqmt. on Surface by mechanical sprayer and bitumen of VG-10 grade mixing at the rate of 19.90 Kg./ M.T.by weight of total mix ( i.e.1.99 % ) including heating and mixing the aggregate and bitumen by continuous batching drum mix plant, transporting the mix and spreading the same by paver finisher and consolidation with vibratory roller including cost of all materials, fuel, labours,tools and plants. using contractor's own drum mix plant and machineries etc. complete. 1897.97 Rs.One Thousand Eight Hundred Ninty Seven and Paise Ninty Seven Only. M.T 1081842.90

12 399.00 Providing, laying and rolling of 25 mm thick open graded premix bitumenous carpet with B.T. aggregate as specified and using bitumen VG-10 for tackcoat at the rate of 2.5 Kg./10 Sq.Mt. on BT surface and using bitumen VG-10 for mixing with aggregate at the rate of 3.36 % i.e. 33.60 Kg./ M.T. of total mix including heating and mixing in drum mix plant, spreading the same with paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labor charges etc. using contractor's own drum mix plant and equipment, tools etc. completed in accordance with the requirement of specification. 2701.26 Rs.Two Thousand Seven Hundred One and Paise Twenty Six Only. M.T 1077802.74

13 208.00 Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG-10 for mixing with aggregate at the rate of 4.5 % i.e. 45.00 Kg./M.T. of total mix including heating and mixing in drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tools etc. complete in accordance with the requirement of specification. 3045.42 Rs.Three Thousand Fourty Five and Paise Fourty Two Only. M.T 633447.36

14 113.00 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 up to 50mt. Lead 69.47 Rs.Sixty Nine and Paise Fourty Seven Only. Cu.m 7850.11

15 351.00 Providing and filling in foundation with ordinary C.C. M-100 mix and Providing necessary vertical pin headers including formwork, vibrating, ramming and curing etc. complete. 2216.45 Rs.Two Thousand Two Hundred Sixteen and Paise Fourty Five Only. Cu.m 777973.95

16 85.00 Providing and casting in situ ordinary Trimix cement concrete M200 for average 200 mm thick road work laid as directed including provoding and laying MS side rail of road thickness with necessary nut bolts plates fixing as per width width applying plate vibrator ( Electric or Diesel )on channel compressor with vaccume dewatering system by using all necessary equipment and materials and machinary such as running creed vibrator on prelaid MS Channel for levelling vaccum pump floating power trovelling etc filling the joints with Bitumin as directed etc. comp. 3233.60 Rs.Three Thousand Two Hundred Thirty Three and Paise Sixty Only. Cu.m 274856.00

17 4.31 Providing HYSD reinforcement for R.C.C work including bending, binding and placing in position complete upto floor two level. 56114.61 Rs.Fifty Six Thousand One Hundred Fourteen and Paise Sixty One Only. M.T. 241853.97

18 207.00 Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (B)Dence or Hard soil 161.19 Rs.One Hundred Sixty One and Paise One Nine Only. Cu.m 33366.33

19 175.00 Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (C) Hard Murrum 274.67 Rs.Two Hundred Seventy Four and Paise Sixty Seven Only. Cu.m 48067.25

20 391.00 Providing & Casting in situ ordinary CC M-150 mix & providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing & finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton 2823.75 Rs.Thirty Eight Thousand Four Hundred Eighty Nine and Paise Seven Only. Cu.m 1104086.25

21 90.00 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 Cement mortar 1 : 2 watering and laying (to level or slope) of class NP3 of [Vii] 900 mm internal dia. 3862.79 Rs.Sixty Six and Paise Five Only. Rmt 347651.10

22 91.00 Filling around the pipes with murrum including dressing and tampering etc. complete. 54.62 Rs.Fifty Four and Paise Sixty Two Only. Cu.m 4970.42

23 74.00 Providing & casting in situ ordinary CC M-200 mix for average 100mm thick wearing coat laid as directed including temping,vibreating, finishing in joints with bitumen More than 10 ton 3159.23 Rs.Three Thousand One Hundred Fifty Nine and Paise Twenty Three Only. Cu.m 233783.02

24 4.00 Providing and fixing ordinary K.M Stone precast C.C 1:2:4 including necessary reinforement as per I.R.C type design in C.C 1:4:8 including painting and lettering etc. complete. (For ODR & VR). 594.94 Rs.Five Hundred Ninty Four and Paise Ninty Four Only. No. 2379.76

25 12.00 Providing & fixing Hectometer as per IRC type design including painting, lettering etc.complete ( i ) fixing in Earth 135.47 Rs.One Hundred Thirty Five and Paise Fourty Seven Only. No. 1625.64

26 104.00 Providing & indicator stone as per IRC type design including painting, lettering etc.complete ( I ) fixing in Earth 118.77 Rs.One Hundred Eighteen and Paise Seventy Seven Only. No. 12352.08

27 60.00 Providing & fixing guard stone as per IRC type design including painting, lettering etc.complete ( I ) fixing in Earth 64.47 Rs.Sixty Four and Paise Fourty Seven Only. No. 3868.20

28 8.00 Supplying and fixing Road sign Board of M.S plates and angle iron including painting, lettering etc. complete including fixing in C.C 1:4:8 with necessary excavation etc. complete as per I.R.C type Design. (II) Reflective type. 3511.09 one hunded ten and paisa nine only. No. 28088.72

29 2.00 Providing and fixing junction board of M.S plates and angles as per standard I.R.C design including fixing in C.C 1:4:8 with necessary excavation, painting figuring and lettering on board etc, complete 5472.18 one thousand one hundred ninty four and paisa fiftyeen only. No. 10944.36

30 2.00 Providing and fixing village name boards as per standard I.R.C type design of steel plate including painting, lettering etc. complete with fixing in C.C 1:4:8 block with necessary excavation. 3943.44 tree thousand one hundd eighty two and paisa fifty one only. No. 7886.88

31 1.00 Citizen' s information Board- Providing and fixing of typical MMGSY information board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate shall be welded by two vertical M.S flats & four horizontal M.S flates 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 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 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) 9288.97 Rs.Nine Thousand Two Hundred Eighty Eight and Paise Ninty Seven Only. No. 9288.97

32 10.00 Hazard Marker Sign:- Providing anf fixing sign board made out of 2mm alluminium sheet size 90x30 cm ,rectangle 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 paints ,reflectorised with retro reflective sheeting as per latest M.O.S.T.specification ,3.1m long stand post and frame fabricated from suitable size iron angle of 35 x35x3mm &50 x50 x5mm painted with best quality epoxy coating the fixing at site shall be in 1:2:4 cc block of size 45 x45x 60 cm for each leg.including excavation curing etc. complete under the supervision of Engineer in charge (A) Engineers grade) 2555.35 Rs.Two Thousand Five Hundred Fifty Five and Paise Thirty Five Only. No. 25553.50

33 40.00 Supplying and fixing cat eye ( Stimsonite) made out from acrile beautile sterine injuction high compressed molding with reflector made of MMC ( prismatic type of size 12cmx6cmx2.50cm) provided with bituminous adhesive 100g with each unit for fixing ( Engineer Grade) 375.72 Rs.Three Hundred Seventy Five and Paise Seventy Two Only. No. 15028.80

34 1.00 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO informatory sign board with Logo as per section 1700 of MORTH specifications and drawing. The board will be a composite unit consisting of Two Plates of ACM (Aluminum Composite Material), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx6mm Mild steel post at Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY logo, letters and numerals on the ACM should be made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest MORD section 1700 and IRC 67-2012 specifications. Al the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the MMGSY Logo sign Design and as directed by Engineer in-charge. A warranty for 5 years for the Retro reflective sheeting for Type-1 Class-A from original manufacturer shall be submitted by contractor. 4680.34 Rs.Four Thousand Six Hundred Eighty and Paise Thirty Four Only. No. 4680.34

35 2.00 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm 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 M.O.S.T.Specifications; 3.3 mtr 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 35x35x3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscriptlon / 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 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. (A) Class-B Type-4 Retro Reflective sheeting 3989.50 Rs.Three Thousand Nine Hundred Eighty Nine and Paise Fifty Only. No. 7979.00

36 2.00 Informatory signs :Providing & Fixing sign boards made out of 2mm. Aluminium sheet size 80 x 60 cms. Rectangle 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 pinte reflectorised with retro reflective sheeting as per lates M.O.S.T Specification : 3.1 M long Stand post and frame fabricated from suitable fsize iron angle of 35 x 35 c x 3mm. 75 x 75 x 6mm. as required : painted with best quality epoxy coating in black and white bends the details of symbole 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.comp. under the supervision of engineer in charge. (B) High Intensity Grade. 5048.99 Rs.Five Thousand Fourty Eight and Paise Ninty Nine Only. No. 10097.98

37 2.00 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 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as 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........................... 4326.84 Rs.Four Thousand Three Hundred Twenty Six and Paise Eighty Four Only. No. 8653.68

38 94.00 Excavation for foundation in hard murrum and boulders and very stiff or sticky clay and other similar strata including shoring, struting, dewatering as necessary and disposing of excavated stuff as directed 388.14 Rs.Three Hundred Eighty Eight and Paise Fourteen Only. Cu.m 36485.16

39 321.00 Excavation for foundation in large boulders and soft rock by welding including shoring, struting, dewatering as necessary and disposing of excavated stuff as directed 454.95 Rs.Four Hundred Fifty Four and Paise Ninty Five Only. Cu.m 146038.95

40 117.00 Excavation in hard rock by dry wet blasting and chiselling including dewatering preparing foundation base by proper banching and stepping and disposing of excavated stuff as directed (A) Requiring blasting. (S.O.R. P.No. 199/I.No.27010)A 547.22 Rs.Five Hundred Fourty Seven and Paise Twenty Two Only. Cu.m 64024.74

41 141.00 Providing and fixing mild steel dowel bars as per I.S. std. of minimum 32 mm dia. For anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed. 388.06 Rs.Three Hundred Eighty Eight and Paise Six Only. Rmt 54716.46

42 929.00 Providing and casting in situ ordinary cement concrete M-200 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Grooves. (A) Height from 0.0 to 5.0 3348.35 Rs.Three Thousand Three Hundred Fourty Eight and Paise Thirty Five Only. Cu.m 3110617.15

43 234.00 Providing and casting in situ ordinary cement concrete M-150 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Grooves. (A) Height from 0.0 to 5.0 2890.62 Rs.Two Thousand Eight Hundred Ninty and Paise Sixty Two Only. Cu.m 676405.08

44 31.00 Providing and casting in situ Controled cement concrete M-200 mix for R.C.C. works in pier cap, abutment cap and dirt wall including controlled cement concrete M-250 bed blocks or pedestals of required size below bearings as per detailed drawing, centering, shuttering, scaffolding, wherever necessary, laying, vibrating, curing and finishing complete. 3845.42 Rs.Three Thousand Eight Hundred Fourty Five and Paise Fourty Two Only. Cu.m 119208.02

45 105.00 Providing and laying weep holes in abutment and return by using A.C. pipe of 100 mm dia. Including fixing in proper grade and jointing etc. complete as per detailed specification 55.05 Rs.Fifty Five and Paise Five Only. No. 5780.25

46 97.00 Providing and casting in situ Controled cement concrete M-250 mix for R.C.C. solid slab including centering, scaffolding, curing and finishing complete. 4289.72 Rs.Four Thousand Two Hundred Eighty Nine and Paise Seventy Two Only. Cu.m 416102.84

47 25.00 Providing 12 mm thick pre- moulded asphalt filler joints as per drawings 769.92 Rs.Seven Hundred Sixty Nine and Paise Ninty Two Only. Sq.m 19248.00

48 19.00 Providing and casting in situ control cement concrete M – 250 for average 75 mm thick wearing coat laid as directed including temping,vibrating, finishing, curing and filling in joints with bitumen complete 4036.31 Rs.Four Thousand Thirty Six and Paise Thirty One Only. Cu.m 76689.89

49 34.00 Providing and casting in situ controledordinary cement concrete M-250 for approach slab including formwork, curing and finishing complete. 3907.99 Rs.Three Thousand Nine Hundred Seven and Paise Ninty Nine Only. Cu.m 132871.66

50 10.78 Providing thermo mechanically treated bars (T.M.T.) Fe415 for R.C.C. work including bending, binding and placing in position etc. complete. (A) Solid slab 61665.99 Rs.Sixty One Thousand Six Hundred Sixty Five and Paise Ninty Nine Only. M.T. 664882.70

51 331.00 Providing and laying filter media 600 mm thick as directed at the back of abutment, return and wing wall as per detailed specification. 786.89 Rs.Seven Hundred Eighty Six and Paise Eighty Nine Only. Sq.m 260460.59

52 222.00 Demolition of Brick work and stone masonry including stacking of serviceable materials and disposal of unserviceable materilas with all lead and lift (ii) In Cement Mortar 357.39 Rs.Three Hundred Fifty Seven and Paise Thirty Nine Only. Cu.m 79340.58

53 68.00 Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. (i) RCC work 687.20 Rs.Six Hundred Eighty Seven and Paise Twenty Only. Cu.m 46729.60

54 1.69 Providing Mild Steel reinforcement for RCC work including bending, binding and placing in position complate upto floor two level 54653.24 Rs.Fifty Four Thousand Six Hundred Fifty Three and Paise Twenty Four Only. M.T. 92363.98

I/We am/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/over tender works out as under.

*Estimated Amount *Estimated Amount Put to Tender Rs…………………. Put to Tender Rs………………… Deduct :……% Below Rs…………………. Add……..% Above Rs………………… Net Rs…………………. Total Rs………………… In words……………………………………………….. In words…………………………………………… *(Please strike out whichever is not applicable).

Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed. નોંધ -૧ :- બધુંજકામબાંધકામવિભાગનીપુસ્તિકા અનેડિવિઝનનીબીજીખાસવિગતમુજબઅથવાસૂચનાપ્રમાણેકરીઆપવાનુંરહેશે.

Note 2- All the columns is schedule should be filled in ink and the total of the entries in the last columns should be struck by the contractor under his signature. નોંધ ૨ :-અનુસૂચિમાં બધા ખાનાની વિગતો સહીથી ભરવી અને છેલ્લા ખાનાની નોંધોનો સરવાળો કરી કોન્ટ્રાક્ટરે પોતાની સહી કરવી.

Note-3 Rates quotes include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site, moisture, weather etc. નોંધ -૩ :- ટાંકેલાદરમાંસ્થળની ( કામનાઆરંભેઅનેપૂરૂથાયતેવખતે ) દરેકરીતેસાફસૂફીકરવાનોસમાવેશથાયછે. અનેતેદરતમામ પરિસ્થિતિ સ્થળભેજહવામાનવગેરેહેઠળકામમાટેઅમલમાંરહેશે

Note-4 To be continued on additional sheets, if found necessary. નોંધ :૪- જરૂર જણાંય વધારાના કાગળો જોડી ચાલુ રાખવું.

Executive Engineer Panchayat R&B Division D.B.Dwarka

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

500 5 5 0 Five Six Sixty

74 74 7 4 Seventy Four Seven Seventy

0.08 8 8 0 Eight Eight Eighty

Five Hundred Thirteen

Seventy Four Fourteen

and Paise Eight Sixteen

Only. Seventeen

Rs. Five Hundred Seventy Four and Paise Eight Only. Nineteen

0 0 0 0 Three Thirty FI

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

400 4 4 0 Four Six Sixty

21 21 2 1 Twenty One Seven Seventy

0.00 0 0 0 Eight Eighty

Four Hundred Thirteen

Twenty One Fourteen

Only. Seventeen

Rs.Four Hundred Twenty One Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

300 3 3 0 Three Six Sixty

89 89 8 9 Eighty Nine Seven Seventy

0.26 26 2 6 Twenty Six Eight Eighty

Three Hundred Thirteen

Eighty Nine Fourteen

and Paise Twenty Six Sixteen

Only. Seventeen

Rs.Three Hundred Eighty Nine and Paise Twenty Six Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

200 2 2 0 Two Six Sixty

18 18 18 0 Eighteen Seven Seventy

0.57 57 5 7 Fifty Seven Eight Eighty

Two Hundred Thirteen

Eighteen Fourteen

and Paise Fifty Seven Sixteen

Only. Seventeen

Rs. Two Hundred Eighteen and Paise Fifty Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

100 1 1 0 One Six Sixty

58 58 5 8 Fifty Eight Seven Seventy

0.72 72 7 2 Seventy Two Eight Eighty

One Hundred Thirteen

Fifty Eight Fourteen

and Paise Seventy Two Sixteen

Only. Seventeen

Rs. One Hundred Fifty Eight and Paise Seventy Two Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

0 0 0 0 Six Sixty

93 93 9 3 Ninty Three Seven Seventy

0.71 71 7 1 Seventy One Eight Eighty

Ninty Three Fourteen

and Paise Seventy One Sixteen

Only. Seventeen

Rs. Ninty Three and Paise Seventy One Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

0 0 0 0 Six Sixty

75 75 7 5 Seventy Five Seven Seventy

0.75 75 7 5 Seventy Five Eight Eighty

Seventy Five Fourteen

and Paise Seventy Five Sixteen

Only. Seventeen

Rs. Seventy Five and Paise Seventy Five Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

100 1 1 0 One Six Sixty

60 60 6 0 Sixty Seven Seventy

0.24 24 2 4 Twenty Four Eight Eighty

One Hundred Thirteen

and Paise Twenty Four Sixteen

Only. Seventeen

Rs. One Hundred Sixty and Paise Twenty Four Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

0 0 0 0 Six Sixty

18 18 18 0 Eighteen Seven Seventy

0.67 67 6 7 Sixty Seven Eight Eighty

Eighteen Fourteen

and Paise Sixty Seven Sixteen

Only. Seventeen

Rs. Eighteen and Paise Sixty Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

0 0 0 0 Six Sixty

18 18 18 0 Eighteen Seven Seventy

0.18 18 18 0 Eighteen Eight Eighty

Eighteen Fourteen

and Paise Eighteen Sixteen

Only. Seventeen

Rs. Eighteen and Paise Eighteen Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

1000 1 1 0 One Five Fifty

800 8 8 0 Eight Six Sixty

97 97 9 7 Ninty Seven Seven Seventy

0.97 97 9 7 Ninty Seven Eight Eighty

One Thousand Twelve

Eight Hundred Thirteen

Ninty Seven Fourteen

and Paise Ninty Seven Sixteen

Only. Seventeen

Rs.One Thousand Eight Hundred Ninty Seven and Paise Ninty Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

2000 2 2 0 Two Five Fifty

700 7 7 0 Seven Six Sixty

1 1 1 0 One Seven Seventy

0.26 26 2 6 Twenty Six Eight Eighty

Two Thousand Twelve

Seven Hundred Thirteen

and Paise Twenty Six Sixteen

Only. Seventeen

Rs.Two Thousand Seven Hundred One and Paise Twenty Six Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

3000 3 3 0 Three Five Fifty

0 0 0 0 Six Sixty

45 45 4 5 Fourty Five Seven Seventy

0.42 42 4 2 Fourty Two Eight Eighty

Three Thousand Twelve

Fourty Five Fourteen

and Paise Fourty Two Sixteen

Only. Seventeen

Rs.Three Thousand Fourty Five and Paise Fourty Two Only. Nineteen

#REF! #REF! #REF! #REF! #REF! #REF! Three Thirty

#REF! #REF! #REF! #REF! #REF! #REF! Four Fourty

#REF! #REF! #REF! #REF! #REF! #REF! Five Fifty

#REF! #REF! #REF! #REF! #REF! Six Sixty

#REF! #REF! #REF! #REF! #REF! #REF! Seven Seventy

#REF! #REF! #REF! #REF! #REF! #REF! Eight Eighty

Only. Seventeen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

0 0 0 0 Six Sixty

69 69 6 9 Sixty Nine Seven Seventy

0.47 47 4 7 Fourty Seven Eight Eighty

Sixty Nine Fourteen

and Paise Fourty Seven Sixteen

Only. Seventeen

Rs.Sixty Nine and Paise Fourty Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

2000 2 2 0 Two Five Fifty

200 2 2 0 Two Six Sixty

16 16 16 0 Sixteen Seven Seventy

0.45 45 4 5 Fourty Five Eight Eighty

Two Thousand Twelve

Two Hundred Thirteen

Sixteen Fourteen

and Paise Fourty Five Sixteen

Only. Seventeen

Rs.Two Thousand Two Hundred Sixteen and Paise Fourty Five Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

3000 3 3 0 Three Five Fifty

200 2 2 0 Two Six Sixty

33 33 3 3 Thirty Three Seven Seventy

0.60 60 6 0 Sixty Eight Eighty

Three Thousand Twelve

Two Hundred Thirteen

Thirty Three Fourteen

and Paise Sixty Sixteen

Only. Seventeen

Rs.Three Thousand Two Hundred Thirty Three and Paise Sixty Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

56000 56 5 6 Fifty Six Five Fifty

100 1 1 0 One Six Sixty

14 14 14 0 Fourteen Seven Seventy

0.61 61 6 1 Sixty One Eight Eighty

Fifty Six Thousand Twelve

One Hundred Thirteen

Fourteen Fourteen

and Paise Sixty One Sixteen

Only. Seventeen

Rs.Fifty Six Thousand One Hundred Fourteen and Paise Sixty One Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

100 1 1 0 One Six Sixty

61 61 6 1 Sixty One Seven Seventy

0.19 19 1 9 One Nine Eight Eighty

One Hundred Thirteen

Sixty One Fourteen

and Paise One Nine Sixteen

Only. Seventeen

Rs.One Hundred Sixty One and Paise One Nine Only. Nineteen

#REF! #REF! #REF! #REF! #REF! #REF! Three Thirty

#REF! #REF! #REF! #REF! #REF! #REF! Four Fourty

#REF! #REF! #REF! #REF! #REF! #REF! Five Fifty

#REF! #REF! #REF! #REF! #REF! Six Sixty

#REF! #REF! #REF! #REF! #REF! #REF! Seven Seventy

#REF! #REF! #REF! #REF! #REF! #REF! Eight Eighty

Only. Seventeen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

200 2 2 0 Two Six Sixty

74 74 7 4 Seventy Four Seven Seventy

0.67 67 6 7 Sixty Seven Eight Eighty

Two Hundred Thirteen

Seventy Four Fourteen

and Paise Sixty Seven Sixteen

Only. Seventeen

Rs.Two Hundred Seventy Four and Paise Sixty Seven Only. Nineteen

#REF! #REF! #REF! #REF! #REF! #REF! Three Thirty

#REF! #REF! #REF! #REF! #REF! #REF! Four Fourty

#REF! #REF! #REF! #REF! #REF! #REF! Five Fifty

#REF! #REF! #REF! #REF! #REF! Six Sixty

#REF! #REF! #REF! #REF! #REF! #REF! Seven Seventy

#REF! #REF! #REF! #REF! #REF! #REF! Eight Eighty

Only. Seventeen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

0 0 0 0 Six Sixty

54 54 5 4 Fifty Four Seven Seventy

0.62 62 6 2 Sixty Two Eight Eighty

Fifty Four Fourteen

and Paise Sixty Two Sixteen

Only. Seventeen

Rs.Fifty Four and Paise Sixty Two Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

3000 3 3 0 Three Five Fifty

100 1 1 0 One Six Sixty

59 59 5 9 Fifty Nine Seven Seventy

0.23 23 2 3 Twenty Three Eight Eighty

Three Thousand Twelve

One Hundred Thirteen

Fifty Nine Fourteen

and Paise Twenty Three Sixteen

Only. Seventeen

Rs.Three Thousand One Hundred Fifty Nine and Paise Twenty Three Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

500 5 5 0 Five Six Sixty

94 94 9 4 Ninty Four Seven Seventy

0.94 94 9 4 Ninty Four Eight Eighty

Five Hundred Thirteen

Ninty Four Fourteen

and Paise Ninty Four Sixteen

Only. Seventeen

Rs.Five Hundred Ninty Four and Paise Ninty Four Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

100 1 1 0 One Six Sixty

35 35 3 5 Thirty Five Seven Seventy

0.47 47 4 7 Fourty Seven Eight Eighty

One Hundred Thirteen

Thirty Five Fourteen

and Paise Fourty Seven Sixteen

Only. Seventeen

Rs.One Hundred Thirty Five and Paise Fourty Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

100 1 1 0 One Six Sixty

18 18 18 0 Eighteen Seven Seventy

0.77 77 7 7 Seventy Seven Eight Eighty

One Hundred Thirteen

Eighteen Fourteen

and Paise Seventy Seven Sixteen

Only. Seventeen

Rs.One Hundred Eighteen and Paise Seventy Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

0 0 0 0 Six Sixty

64 64 6 4 Sixty Four Seven Seventy

0.47 47 4 7 Fourty Seven Eight Eighty

Sixty Four Fourteen

and Paise Fourty Seven Sixteen

Only. Seventeen

Rs.Sixty Four and Paise Fourty Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

38000 38 3 8 Thirty Eight Five Fifty

400 4 4 0 Four Six Sixty

89 89 8 9 Eighty Nine Seven Seventy

0.07 7 7 0 Seven Eight Eighty

Thirty Eight Thousand Twelve

Four Hundred Thirteen

Eighty Nine Fourteen

and Paise Seven Sixteen

Only. Seventeen

Rs.Thirty Eight Thousand Four Hundred Eighty Nine and Paise Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

9000 9 9 0 Nine Five Fifty

200 2 2 0 Two Six Sixty

88 88 8 8 Eighty Eight Seven Seventy

0.97 97 9 7 Ninty Seven Eight Eighty

Nine Thousand Twelve

Two Hundred Thirteen

Eighty Eight Fourteen

and Paise Ninty Seven Sixteen

Only. Seventeen

Rs.Nine Thousand Two Hundred Eighty Eight and Paise Ninty Seven Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

2000 2 2 0 Two Five Fifty

500 5 5 0 Five Six Sixty

55 55 5 5 Fifty Five Seven Seventy

0.35 35 3 5 Thirty Five Eight Eighty

Two Thousand Twelve

Five Hundred Thirteen

Fifty Five Fourteen

and Paise Thirty Five Sixteen

Only. Seventeen

Rs.Two Thousand Five Hundred Fifty Five and Paise Thirty Five Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

300 3 3 0 Three Six Sixty

75 75 7 5 Seventy Five Seven Seventy

0.72 72 7 2 Seventy Two Eight Eighty

Three Hundred Thirteen

Seventy Five Fourteen

and Paise Seventy Two Sixteen

Only. Seventeen

Rs.Three Hundred Seventy Five and Paise Seventy Two Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

4000 4 4 0 Four Five Fifty

600 6 6 0 Six Six Sixty

80 80 8 0 Eighty Seven Seventy

0.34 34 3 4 Thirty Four Eight Eighty

Four Thousand Twelve

Six Hundred Thirteen

Eighty Fourteen

and Paise Thirty Four Sixteen

Only. Seventeen

Rs.Four Thousand Six Hundred Eighty and Paise Thirty Four Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

3000 3 3 0 Three Five Fifty

900 9 9 0 Nine Six Sixty

89 89 8 9 Eighty Nine Seven Seventy

0.50 50 5 0 Fifty Eight Eighty

Three Thousand Twelve

Nine Hundred Thirteen

Eighty Nine Fourteen

and Paise Fifty Sixteen

Only. Seventeen

Rs.Three Thousand Nine Hundred Eighty Nine and Paise Fifty Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

5000 5 5 0 Five Five Fifty

0 0 0 0 Six Sixty

48 48 4 8 Fourty Eight Seven Seventy

0.99 99 9 9 Ninty Nine Eight Eighty

Five Thousand Twelve

Fourty Eight Fourteen

and Paise Ninty Nine Sixteen

Only. Seventeen

Rs.Five Thousand Fourty Eight and Paise Ninty Nine Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

4000 4 4 0 Four Five Fifty

300 3 3 0 Three Six Sixty

26 26 2 6 Twenty Six Seven Seventy

0.84 84 8 4 Eighty Four Eight Eighty

Four Thousand Twelve

Three Hundred Thirteen

Twenty Six Fourteen

and Paise Eighty Four Sixteen

Only. Seventeen

Rs.Four Thousand Three Hundred Twenty Six and Paise Eighty Four Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

300 3 3 0 Three Six Sixty

88 88 8 8 Eighty Eight Seven Seventy

0.14 14 14 0 Fourteen Eight Eighty

Three Hundred Thirteen

Eighty Eight Fourteen

and Paise Fourteen Sixteen

Only. Seventeen

Rs.Three Hundred Eighty Eight and Paise Fourteen Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

400 4 4 0 Four Six Sixty

54 54 5 4 Fifty Four Seven Seventy

0.95 95 9 5 Ninty Five Eight Eighty

Four Hundred Thirteen

Fifty Four Fourteen

and Paise Ninty Five Sixteen

Only. Seventeen

Rs.Four Hundred Fifty Four and Paise Ninty Five Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

500 5 5 0 Five Six Sixty

47 47 4 7 Fourty Seven Seven Seventy

0.22 22 2 2 Twenty Two Eight Eighty

Five Hundred Thirteen

Fourty Seven Fourteen

and Paise Twenty Two Sixteen

Only. Seventeen

Rs.Five Hundred Fourty Seven and Paise Twenty Two Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

300 3 3 0 Three Six Sixty

88 88 8 8 Eighty Eight Seven Seventy

0.06 6 6 0 Six Eight Eighty

Three Hundred Thirteen

Eighty Eight Fourteen

and Paise Six Sixteen

Only. Seventeen

Rs.Three Hundred Eighty Eight and Paise Six Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

3000 3 3 0 Three Five Fifty

300 3 3 0 Three Six Sixty

48 48 4 8 Fourty Eight Seven Seventy

0.35 35 3 5 Thirty Five Eight Eighty

Three Thousand Twelve

Three Hundred Thirteen

Fourty Eight Fourteen

and Paise Thirty Five Sixteen

Only. Seventeen

Rs.Three Thousand Three Hundred Fourty Eight and Paise Thirty Five Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

2000 2 2 0 Two Five Fifty

800 8 8 0 Eight Six Sixty

90 90 9 0 Ninty Seven Seventy

0.62 62 6 2 Sixty Two Eight Eighty

Two Thousand Twelve

Eight Hundred Thirteen

and Paise Sixty Two Sixteen

Only. Seventeen

Rs.Two Thousand Eight Hundred Ninty and Paise Sixty Two Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

3000 3 3 0 Three Five Fifty

800 8 8 0 Eight Six Sixty

45 45 4 5 Fourty Five Seven Seventy

0.42 42 4 2 Fourty Two Eight Eighty

Three Thousand Twelve

Eight Hundred Thirteen

Fourty Five Fourteen

and Paise Fourty Two Sixteen

Only. Seventeen

Rs.Three Thousand Eight Hundred Fourty Five and Paise Fourty Two Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

0 0 0 0 Six Sixty

55 55 5 5 Fifty Five Seven Seventy

0.05 5 5 0 Five Eight Eighty

Fifty Five Fourteen

and Paise Five Sixteen

Only. Seventeen

Rs.Fifty Five and Paise Five Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

4000 4 4 0 Four Five Fifty

200 2 2 0 Two Six Sixty

89 89 8 9 Eighty Nine Seven Seventy

0.72 72 7 2 Seventy Two Eight Eighty

Four Thousand Twelve

Two Hundred Thirteen

Eighty Nine Fourteen

and Paise Seventy Two Sixteen

Only. Seventeen

Rs.Four Thousand Two Hundred Eighty Nine and Paise Seventy Two Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

700 7 7 0 Seven Six Sixty

69 69 6 9 Sixty Nine Seven Seventy

0.92 92 9 2 Ninty Two Eight Eighty

Seven Hundred Thirteen

Sixty Nine Fourteen

and Paise Ninty Two Sixteen

Only. Seventeen

Rs.Seven Hundred Sixty Nine and Paise Ninty Two Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

4000 4 4 0 Four Five Fifty

0 0 0 0 Six Sixty

36 36 3 6 Thirty Six Seven Seventy

0.31 31 3 1 Thirty One Eight Eighty

Four Thousand Twelve

Thirty Six Fourteen

and Paise Thirty One Sixteen

Only. Seventeen

Rs.Four Thousand Thirty Six and Paise Thirty One Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

3000 3 3 0 Three Five Fifty

900 9 9 0 Nine Six Sixty

7 7 7 0 Seven Seven Seventy

0.99 99 9 9 Ninty Nine Eight Eighty

Three Thousand Twelve

Nine Hundred Thirteen

and Paise Ninty Nine Sixteen

Only. Seventeen

Rs.Three Thousand Nine Hundred Seven and Paise Ninty Nine Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

61000 61 6 1 Sixty One Five Fifty

600 6 6 0 Six Six Sixty

65 65 6 5 Sixty Five Seven Seventy

0.99 99 9 9 Ninty Nine Eight Eighty

Sixty One Thousand Twelve

Six Hundred Thirteen

Sixty Five Fourteen

and Paise Ninty Nine Sixteen

Only. Seventeen

Rs.Sixty One Thousand Six Hundred Sixty Five and Paise Ninty Nine Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

700 7 7 0 Seven Six Sixty

86 86 8 6 Eighty Six Seven Seventy

0.89 89 8 9 Eighty Nine Eight Eighty

Seven Hundred Thirteen

Eighty Six Fourteen

and Paise Eighty Nine Sixteen

Only. Seventeen

Rs.Seven Hundred Eighty Six and Paise Eighty Nine Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

300 3 3 0 Three Six Sixty

57 57 5 7 Fifty Seven Seven Seventy

0.39 39 3 9 Thirty Nine Eight Eighty

Three Hundred Thirteen

Fifty Seven Fourteen

and Paise Thirty Nine Sixteen

Only. Seventeen

Rs.Three Hundred Fifty Seven and Paise Thirty Nine Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

0 0 0 0 Five Fifty

600 6 6 0 Six Six Sixty

87 87 8 7 Eighty Seven Seven Seventy

0.20 20 2 0 Twenty Eight Eighty

Six Hundred Thirteen

Eighty Seven Fourteen

and Paise Twenty Sixteen

Only. Seventeen

Rs.Six Hundred Eighty Seven and Paise Twenty Only. Nineteen

0 0 0 0 Three Thirty

0 0 0 0 Four Fourty

54000 54 5 4 Fifty Four Five Fifty

600 6 6 0 Six Six Sixty

53 53 5 3 Fifty Three Seven Seventy

0.24 24 2 4 Twenty Four Eight Eighty

Fifty Four Thousand Twelve

Six Hundred Thirteen

Fifty Three Fourteen

and Paise Twenty Four Sixteen

Only. Seventeen

Rs.Fifty Four Thousand Six Hundred Fifty Three and Paise Twenty Four Only. Nineteen

Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

Taluka : Bhanvad Dist. :- D.B.Dwarka.

INDEX FOR SPECIFICATION

Sr. No. Brief Description of Item Sr. No. of the applicable in enclosed specification Page No.

1 Providing and Laying granular sub-base Grade-I C.B.R. not less than 30% by providing coarse graded matrerial,consisting of B.T. crushed stone aggregates 53 mm to 26.5 mm @ 35%,26.50 mm to 4.75 mm @ 45%,2.36 mm to below @ 20% coarse sand combination and stone dust/grit spreading in uniform layers with motor grader on prepared surface,mixing by mix in Place method with rotovator at O.M.C. to required dry density including filling the depressions which occred during the process using vibratory roller complete as per Clause-401 1

2 Supplying and stacking of crushed stone aggregates, chippings of hard of stone 40 to 63 mm mm size free of disintegrated pieces of deleterious and organic matter (for W.B.M.) and grading as per I.R.C. code. including filling the boxes with all lead and lift. 2

3 Supplying and stacking of Machine crushed stone aggregates, chippings etc.of 6 to 10 mm size of hard stone free of disintegrated pieces, deleterious and organic matter (for WBM) and grading as per I.R.C. code. Including filling the boxes with all lead and lift. 3

4 Supplying and stacking of stone dust on road site including filling the measure boxes with all lead and lift. 4

5 Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size aggreagates 5

6 Spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as directed.(i) STONE DUST 6

7 Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C) Water bound Macadam (Layer not exceeding 100mm thickness) 7

8 Earthwork for embankment including breaking clods, dressing from borrow area with all lead and lift (excluding watering and consolidation). 8

9 Rolling of earthwork in layers with power roller including filling in depressions which occur during the process as dricted. 9

10 providing and applying primar coat with bitumen emulsion on prepared surface of granular base including cleaning of road sureface and spraying primer @ rate of 0.60 kg./Sq.m using mechanical means. 10

11 Providing and laying 37.50 mm thick Built up spray grout in One layers using black crushed stone aggregate as per gradation and specification including using bitumen for tackcoat at the rate of 2.5 Kg./10 Sqmt. on Surface by mechanical sprayer and bitumen of VG-10 grade mixing at the rate of 19.90 Kg./ M.T.by weight of total mix ( i.e.1.99 % ) including heating and mixing the aggregate and bitumen by continuous batching drum mix plant, transporting the mix and spreading the same by paver finisher and consolidation with vibratory roller including cost of all materials, fuel, labours,tools and plants. using contractor's own drum mix plant and machineries etc. complete. 11

12 Providing, laying and rolling of 25 mm thick open graded premix bitumenous carpet with B.T. aggregate as specified and using bitumen VG-10 for tackcoat at the rate of 2.5 Kg./10 Sq.Mt. on BT surface and using bitumen VG-10 for mixing with aggregate at the rate of 3.36 % i.e. 33.60 Kg./ M.T. of total mix including heating and mixing in drum mix plant, spreading the same with paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labor charges etc. using contractor's own drum mix plant and equipment, tools etc. completed in accordance with the requirement of specification. 12

13 Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG-10 for mixing with aggregate at the rate of 4.5 % i.e. 45.00 Kg./M.T. of total mix including heating and mixing in drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tools etc. complete in accordance with the requirement of specification. 13

14 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 up to 50mt. Lead 14

15 Providing and filling in foundation with ordinary C.C. M-100 mix and Providing necessary vertical pin headers including formwork, vibrating, ramming and curing etc. complete. 15

16 Providing and casting in situ ordinary Trimix cement concrete M200 for average 200 mm thick road work laid as directed including provoding and laying MS side rail of road thickness with necessary nut bolts plates fixing as per width width applying plate vibrator ( Electric or Diesel )on channel compressor with vaccume dewatering system by using all necessary equipment and materials and machinary such as running creed vibrator on prelaid MS Channel for levelling vaccum pump floating power trovelling etc filling the joints with Bitumin as directed etc. comp. 16

17 Providing HYSD reinforcement for R.C.C work including bending, binding and placing in position complete upto floor two level. 17

18 Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (B)Dence or Hard soil 18

19 Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (C) Hard Murrum 19

20 Providing & Casting in situ ordinary CC M-150 mix & providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing & finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton 20

21 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 Cement mortar 1 : 2 watering and laying (to level or slope) of class NP3 of [Vii] 900 mm internal dia. 21

22 Filling around the pipes with murrum including dressing and tampering etc. complete. 22

23 Providing & casting in situ ordinary CC M-200 mix for average 100mm thick wearing coat laid as directed including temping,vibreating, finishing in joints with bitumen More than 10 ton 23

24 Providing and fixing ordinary K.M Stone precast C.C 1:2:4 including necessary reinforement as per I.R.C type design in C.C 1:4:8 including painting and lettering etc. complete. (For ODR & VR). 24

25 Providing & fixing Hectometer as per IRC type design including painting, lettering etc.complete ( i ) fixing in Earth 25

26 Providing & indicator stone as per IRC type design including painting, lettering etc.complete ( I ) fixing in Earth 26

27 Providing & fixing guard stone as per IRC type design including painting, lettering etc.complete ( I ) fixing in Earth 27

28 Supplying and fixing Road sign Board of M.S plates and angle iron including painting, lettering etc. complete including fixing in C.C 1:4:8 with necessary excavation etc. complete as per I.R.C type Design. (II) Reflective type. 28

29 Providing and fixing junction board of M.S plates and angles as per standard I.R.C design including fixing in C.C 1:4:8 with necessary excavation, painting figuring and lettering on board etc, complete 29

30 Providing and fixing village name boards as per standard I.R.C type design of steel plate including painting, lettering etc. complete with fixing in C.C 1:4:8 block with necessary excavation. 30

31 Citizen' s information Board- Providing and fixing of typical MMGSY information board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate shall be welded by two vertical M.S flats & four horizontal M.S flates 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 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 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) 31

32 Hazard Marker Sign:- Providing anf fixing sign board made out of 2mm alluminium sheet size 90x30 cm ,rectangle 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 paints ,reflectorised with retro reflective sheeting as per latest M.O.S.T.specification ,3.1m long stand post and frame fabricated from suitable size iron angle of 35 x35x3mm &50 x50 x5mm painted with best quality epoxy coating the fixing at site shall be in 1:2:4 cc block of size 45 x45x 60 cm for each leg.including excavation curing etc. complete under the supervision of Engineer in charge (A) Engineers grade) 32

33 Supplying and fixing cat eye ( Stimsonite) made out from acrile beautile sterine injuction high compressed molding with reflector made of MMC ( prismatic type of size 12cmx6cmx2.50cm) provided with bituminous adhesive 100g with each unit for fixing ( Engineer Grade) 33

34 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO informatory sign board with Logo as per section 1700 of MORTH specifications and drawing. The board will be a composite unit consisting of Two Plates of ACM (Aluminum Composite Material), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx6mm Mild steel post at Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY logo, letters and numerals on the ACM should be made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest MORD section 1700 and IRC 67-2012 specifications. Al the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the MMGSY Logo sign Design and as directed by Engineer in-charge. A warranty for 5 years for the Retro reflective sheeting for Type-1 Class-A from original manufacturer shall be submitted by contractor. 34

35 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm 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 M.O.S.T.Specifications; 3.3 mtr 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 35x35x3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscriptlon / 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 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. (A) Class-B Type-4 Retro Reflective sheeting 35

36 Informatory signs :Providing & Fixing sign boards made out of 2mm. Aluminium sheet size 80 x 60 cms. Rectangle 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 pinte reflectorised with retro reflective sheeting as per lates M.O.S.T Specification : 3.1 M long Stand post and frame fabricated from suitable fsize iron angle of 35 x 35 c x 3mm. 75 x 75 x 6mm. as required : painted with best quality epoxy coating in black and white bends the details of symbole 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.comp. under the supervision of engineer in charge. (B) High Intensity Grade. 36

37 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 frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as 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........................... 37

38 Excavation for foundation in hard murrum and boulders and very stiff or sticky clay and other similar strata including shoring, struting, dewatering as necessary and disposing of excavated stuff as directed 38

39 Excavation for foundation in large boulders and soft rock by welding including shoring, struting, dewatering as necessary and disposing of excavated stuff as directed 39

40 Excavation in hard rock by dry wet blasting and chiselling including dewatering preparing foundation base by proper banching and stepping and disposing of excavated stuff as directed (A) Requiring blasting. (S.O.R. P.No. 199/I.No.27010)A 40

41 Providing and fixing mild steel dowel bars as per I.S. std. of minimum 32 mm dia. For anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed. 41

42 Providing and casting in situ ordinary cement concrete M-200 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Grooves. (A) Height from 0.0 to 5.0 42

43 Providing and casting in situ ordinary cement concrete M-150 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Grooves. (A) Height from 0.0 to 5.0 43

44 Providing and casting in situ Controled cement concrete M-200 mix for R.C.C. works in pier cap, abutment cap and dirt wall including controlled cement concrete M-250 bed blocks or pedestals of required size below bearings as per detailed drawing, centering, shuttering, scaffolding, wherever necessary, laying, vibrating, curing and finishing complete. 44

45 Providing and laying weep holes in abutment and return by using A.C. pipe of 100 mm dia. Including fixing in proper grade and jointing etc. complete as per detailed specification 45

46 Providing and casting in situ Controled cement concrete M-250 mix for R.C.C. solid slab including centering, scaffolding, curing and finishing complete. 46

47 Providing 12 mm thick pre- moulded asphalt filler joints as per drawings 47

48 Providing and casting in situ control cement concrete M – 250 for average 75 mm thick wearing coat laid as directed including temping,vibrating, finishing, curing and filling in joints with bitumen complete 48

49 Providing and casting in situ controledordinary cement concrete M-250 for approach slab including formwork, curing and finishing complete. 49

50 Providing thermo mechanically treated bars (T.M.T.) Fe415 for R.C.C. work including bending, binding and placing in position etc. complete. (A) Solid slab 50

51 Providing and laying filter media 600 mm thick as directed at the back of abutment, return and wing wall as per detailed specification. 51

52 Demolition of Brick work and stone masonry including stacking of serviceable materials and disposal of unserviceable materilas with all lead and lift (ii) In Cement Mortar 52

53 Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. (i) RCC work 53

54 Providing Mild Steel reinforcement for RCC work including bending, binding and placing in position complate upto floor two level 54

Deputy Executive Engineer Executive Engineer,

Panchayat R & B. Sub-Division, Panchayat R & B. Division,

Bhanvad DevBhumi Dwarka

Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

Ta. Bhanvad Dist. Devdhumi dwaraka

Financial Statement

Sr.No. Name of road T.S. Authority Letter no. T.S. Amount

1 Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad S.E.(P) R & B Circle-1. 18689300.00

Total T. S. Amount Rs. 18689300.00

1 % Q. C. Testing charges 181449.06

2 % contogency. charges 362898.13

Rounding Figure 46.19

Arithmetical Error -125.14

Error due to Av. Rate -11.09

Total Amount not put to tender Rs. 544257.15

Total Amount put to tender. 18145042.85

TS Amount 18689300.00

Executive Engineer

Panchayat (R&B) Division

Name of Work: Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

STATEMENT SHOWING THE REQUIRENMENT OF ASPHALT

Sr. No. As Per Shedule B Item Quantity Unit Rate Per Qty. of Asphalt

11 Tack coat 7598.81 Sqm 0.25 Sqm 1.90

12 25mm carpet 399.00 M.T 33.60 kg/MT 13.41

12 Tack coat 7598.81 Sqm 0.25 Sqm 1.90

13 Seal Coat 0.18/10 sq 208.00 M.T 45.00 kg/MT 9.36

Deputy Executive Engineer, Executive Engineer,

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

Bhanvad DevBhumi Dwarka

Name of Work : Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

STEEL CONSUMPTION

I. NO ITEM Qty UNIT

17 H.Y.S.D 4.31 M.T.

41 Mild Steel Dowel Bars 141.00 Rmt

54 Mild Steel 1.690 M.T.

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub- Division Panchayat R.& B. Division

Khambhaliya D.B.Dwarka

Name of Work : Construction of Shiva Katkola Road K.M. 0/0 to 2/40 Kms (Non Plan), Ta.Bhanvad

: STATEMENT SHOWING CEMENT REQUIREMENT :

Sr. No. Item No as per Sch.B Item of Work Quantity Rate of cement Consumption in Kg. Unit Total Consumption in Kg.

1 15 Providing and filling in foundation with ordinary Cement concrete M-100 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete. 351.00 220.00 Cum 77220.00

2 20,43 Providing & casting in situ ordinary cement concrete M-150 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Groves.(A)upto all Height 625.00 290.00 Cum 181250.00

3 16 Providing and casting in situ ordinary Trimix cement concrete M200 for average 200 mm thick road work laid as directed including provoding and laying MS side rail of road thickness with necessary nut bolts plates fixing as per width width applying plate vibrator ( Electric or Diesel )on channel compressor with vaccume dewatering system by using all necessary equipment and materials and machinary such as running creed vibrator on prelaid MS Channel for levelling vaccum pump floating power trovelling etc filling the joints with Bitumin as directed etc. comp. 85.00 360.00 Cum 30600.00

4 23,42 Providing & casting in situ ordinary CC M-200 mix for average 100mm thick wearing coat laid as directed including temping,vibreating,finishing in joints with bitumen 1003.00 360.00 Cum 361080.00

5 44 Providing and casting in situ Controlled cement concrete M-250 mix for R.C.C. works in pier cap, abutment cap and dirt wall 31.00 380.00 Cum 11780.00

6 46 Providing and casting in situ Controlled cement concrete M-250 mix for R.C.C. solid slab including centering,scaffolding,curing and finishing complete. 97.00 380.00 Cum 36860.00

7 48 Providing and casting in situ Controlled cement concrete M – 250 for average 75 mm thick wearing coat laid as directed including temping,vibrating, finishing, curing and filling in joints with bitumen complete. 19.00 380.00 Cum 7220.00

8 49 Providing and casting in situ Controlled cement concrete M-250 for approach slab including formwork, curing and finishing complete 34.00 380.00 Cum 12920.00

9 24 Providing and fixing ordinary K.M Stone precast C.C 1:2:4 including necessary reinforement as per I.R.C type design in C.C 1:4:8 including painting and lettering etc. complete. (For ODR & VR). 4.00 10.00 No 40.00

10 28 Supplying and fixing Road sign Board of M.S plates and angle iron including painting, lettering etc. complete including fixing in C.C 1:4:8 with necessary excavation etc. complete as per I.R.C type Design. (II) Reflective type. 8.00 10.00 No 80.00

11 29 Providing and fixing junction board of M.S plates and angles as per standard I.R.C design including fixing in C.C 1:4:8 with necessary excavation, painting figuring and lettering on board etc, complete 2.00 10.00 No 20.00

12 30 Providing and fixing village name boards as per standard I.R.C type design of steel plate including painting, lettering etc. complete with fixing in C.C 1:4:8 block with necessary excavation. 2.00 10.00 No 20.00

13 37 Cautionary warning Board : Providing and fixing sign boards made out of 2mm alluminium sheet; size 90x90x90 cms euilateralal 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 paints; reflectorised with retro reflectivesheeting as per latest MOST specifications; 3.10m long stand postand frame fabricated from suitable sizeiron angle of 35x35x3mm,75x75x6mm as required; painted with bestquality epoxy coating 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 block of size 45x45x60cms for each leg incl. excavation curing ertc. comp. under the supervision of engineer in charge A) Engineer grade 2.00 10.00 No 20.00

Total Consumption in kg 719110.00

Deputy Executive Engineer Executive Engineer

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

Bhanvad Devbhumi Dwarka

Schedule of Test of Material

Sr. No. Material Total Quantity unit Name of Laboratory test Frequency of test Total no of test to be carried out Remarks

GSB 2238.00 Cum 7 test

a M C Metal 40 to 63 mm 2202.00 Cum 1 Gradation Upto 100 cmt 1 test 7 test

b Screening Material 6 to 10 mm 466.00 Cum 2 Flakiness 101 to 500 Cmt 3 test 3 test

3 Impact 501 to 1500 Cmt 5 Test

4 Abrasion 1501 to 5000 Cmt 7 test

5 Crushing Strength Beyond 5000 Cmt 1 test for every 5000 Cmt

Stone Dust 221.00 Cum 1 test/50 CU.M. 5 test

2 Earthwork 16202.00 Cum 1 Density Test ( BIS 2720 Part VII) Two test per 8000 Cum of soil As per Col. No. 8

2 Moisture Content ( BIS 2720 Part II) One test per every 250 Cum of Soil

3 Sand Content ( BIS 2720 Part IV) Two test per 8000 Cum of Soil

4 Plasticity Test ( BIS 2720 Part V) Each type to be tested Two test per 8000 Cum of soil

3 Cement 719.11 MT 1 Consistency One Sample of 15 kg per 50 MT 6 test

2 Setting time 2 Sample per 100 MT

3 Compressive strength 3 Sample per 200 MT

4 Soundness 4 Sample per 300 MT

Specific Gravity 5 Sample Per 600 MT

Fineness 6 Sample Per 800 MT

7 Sample Per 1300 MT

4 Sand 928.80 Cum 1 Fineness Modulous One Test per Working Season / Per Quary / River 3 test

2 Specific Gravity

3 Water absorbtion

4 Alkali reaction

5 Crushed Stone Aggregate For Concrete Work 1857.60 Cum 1 Gradation Upto 100 cmt 1 test 7 test

2 Flakiness 101 to 500 Cmt 3 test

3 Impact 501 to 1500 Cmt 5 Test

4 Abrasion 1501 to 5000 Cmt 7 test

5 Water absorption Beyond 5000 Cmt 1 test for every 5000 Cmt

6 Specific Gravity

6 CC Cube Compressive Strength 1 to 5 Cum - 1 no

M 100 351.00 Cum 6 to 15 Cum - 2 no 11 Test

M 150 625.00 Cum 16 to 30 Cum - 3 No 15 Test

M 200 ordinary 1003.00 Cum 31 to 50 Cum - 4 No 24 Test

M 200 trimix 85.00 Cum 51 and above - 1 test for every 50 Cum 5 test

M 250 controlled 181.00 7 test

7 Water - 1 Portability Test 1 Test during execution and as required 1 test per source of water 1 sample Min

2 Chemical Analysis

8 Mild Steel 1.690 MT 1 Yield Elongation test 1 per 40 MT 1 Test per each catogery

9 HYSD 15.092 MT 2 Bent Test 1 Per 20 MT 1 Test per each catogery

3 Rleaned Test ( for HYSD) 1 Per 20 MT 1 Test per each catogery

10 Asphalt Work

BUSG 570.00 1 Gradation Upto 100 cmt 1 test

25-40mm 285 2 Flakiness 101 to 500 Cmt 3 test 3

10-20mm 56.43 3 Impact 501 to 1500 Cmt 5 Test 1

6-10mm 37.62 4 Abrasion 1501 to 5000 Cmt 7 test 1

Carpet 399.00 5 Water absorption Beyond 5000 Cmt 1 test for every 5000 Cmt

12-20mm 175.56 6 Crushing 3

BM 0.00 7 Stripping Value

1. Crushed Aggregate 8 Temperature of binder

20 to 25 mm 0 9 Binder Content

12 to 20 mm 0 10 Gradation at plant site

10 to 12mm 0.00 11 Rate of Spreading of material

12 Quality of Binder

Sealcoat 208.00

6mm 137.28 Upto 100 cmt 1 test 3

101 to 500 Cmt 3 test

501 to 1500 Cmt 5 Test

MSS 0 1501 to 5000 Cmt 7 test

6mm 0 Beyond 5000 Cmt 1 test for every 5000 Cmt 0

14 Bulk Asphalt 37.91 MT 1 Binder Temperature At Regular interval As per Col. No. 8 Approx tanker

2 Rate of spreading of Binder two test per day per plant

Regula control thoroghly at joint on material and layers thickness

1 to 10 tanker - 1 test

11 to 20 tanker - 2 test

21 to 50 tanker - 3 test

51 to 100 tanker- 4 test

100 and above - 1 test for each 50 tanker