IR/PR/CR/FDR (2025-26)

Name of work: Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka :- Kalyanpur (A.R.C) Dist - Devbhumi Dwarka

Item No Unit Item of works SOR (2024-25) Rates Without GST Tender Rates

In Figures Rs. Ps. In words In Figures Rs. Ps. In words

ITEM RATE OTHER WORK

1 Hec Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of All Type Of jungle (SOR, It No. 26117C) 28173.36 EqualROUND(I9*1%,2) EqualI9+J9

2 Cum Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(E) From Borrow area within all lead And lift. (SOR, It No. 26001EA) 167.60 EqualROUND(I10*1%,2) EqualI10+J10

3 Cum Rolling and watering of earthwork in layers with power roller including filling in depressions which occur during the process. (more than 10 ton) (SOR, It No. 26002A+26003) 22.73 EqualROUND(I11*1%,2) EqualI11+J11

4 Cum Construction of embarkment with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement to table 300-2 , Construction of Embankment with Material Obtained from Borrowpits area within 1.0 Km Lead (SOR, It No. 26158) 306.71 EqualROUND(I12*1%,2) EqualI12+J12

5 Cum Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work (SOR, It No. 20002) 1071.63 EqualROUND(I13*1%,2) EqualI13+J13

6 Cum 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 All Lead And Lift (SOR, It No. 26008) 108.16 EqualROUND(I14*1%,2) EqualI14+J14

7 Cum Excavtion for foundation in upto all depth including sorting out And stcking of useful materials and disposing of the excavated stuff up to All lead in (B)Dense or Hard soil (SOR, It No. 26075B) 251.37 EqualROUND(I15*1%,2) EqualI15+J15

8 Cum Excavtion for foundation in upto all depth including sorting out And stcking of useful materials and disposing of the excavated stuff up to All lead in (C) Hard Murrum (SOR, It No. 26075C) 428.33 EqualROUND(I16*1%,2) EqualI16+J16

9 Cum Excavtion for foundation in upto all depth including sorting out And stcking of useful materials and disposing of the excavated stuff up to All lead in (D) Soft rock not requiring Blasting (SOR, It No. 26075D) 443.21 EqualROUND(I17*1%,2) EqualI17+J17

10 Cum Excavtion for foundation in upto all depth including sorting out And stcking of useful materials and disposing of the excavated stuff up to All lead in (E) Hard Rock (SOR, It No. 26075E) 914.84 EqualROUND(I18*1%,2) EqualI18+J18

11 Cum Filling around the pipes with murrum including dressing, tampering etc. complete.(SOR, It No. 26084) 83.85 EqualROUND(I19*1%,2) EqualI19+J19 147.4701

12 Cum Providing And filling in foundation with ordinary CC M-100 mix And providing necessary vertical pin headers icluding formwork vibrating ramming and curing etc.comp.(SOR, It No. 27012A) 3312.46 EqualROUND(I20*1%,2) EqualI20+J20

13 Cum Providing And Casting in situ ordinary CC M-150 mix And providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing And finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton (SOR Page no.208/ It. no. 27053AA/NBO-0.0+ cement diff. ) (Rs. 3516.43 + Rs.366.38 Equal Rs. 3882.81 ) 3882.81 EqualROUND(I21*1%,2) EqualI21+J21

14 Cum Providing And Casting in situ ordinary CC M-200 mix And providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing And finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton (SOR Page no.208/ It. no. 27053AA/NBO-0.0+ cement diff. ) (Rs. 3516.43 + Rs.732.76 Equal Rs. 4249.19 ) 4249.19 EqualROUND(I22*1%,2) EqualI22+J22

15 Cum Providing and casting in situ ordinary Trimix cement concrete M200 for average 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. Equal'RA Trimix'!H23 EqualROUND(I23*1%,2) EqualI23+J23

16 MT Providing and laying in position TMT FE 500D reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for the following As Per Detail Drawing (SOR, It No. 27109) 73127.42 EqualROUND(I24*1%,2) EqualI24+J24

17 Rmt 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 Upto All Lead And Lift Equal'NP-900'!F21 EqualROUND(I25*1%,2) EqualI25+J25

18 Rmt 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] 600 mm internal dia Upto All Lead And Lift Equal'NP3-600'!F21 EqualROUND(I26*1%,2) EqualI26+J26

19 Rmt 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] 300 mm internal dia Upto All Lead And Lift 699.82 Equal'NP-300'!F21 EqualROUND(I27*1%,2) EqualI27+J27

20 Km White washing with lime on wall surface (Two coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust, mortar drops and other foreign matter Equal'RA Geru'!I24:J24 EqualROUND(I28*1%,2) EqualI28+J28

21 No Providing and fixing 5th Kilometer stone of approved hard stone as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete (SOR, It No. 26049) 1163.92 EqualROUND(I29*1%,2) EqualI29+J29

22 No 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.(SOR, It No. 26051) 844.86 EqualROUND(I30*1%,2) EqualI30+J30

23 No Providing And fixing Hectometer as per IRC type design including painting, lettering etc.complete ( i ) fixing in C.C. 1:5:10 (SOR, It No. 26044B) 352.97 EqualROUND(I31*1%,2) EqualI31+J31

24 No Providing and fixing guard stone as per I.R.C. type design including white washing etc. complete.(ii) Fixing in C.C. 1:5:10 (SOR, It No. 26045B) 340.67 EqualROUND(I32*1%,2) EqualI32+J32

25 No Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10 (SOR, It No. 26053B) 339.87 EqualROUND(I33*1%,2) EqualI33+J33

26 No Pinting and lettering with enamel paint 3- coats etc complete.(ii) Ordinary K.M. Stone for O.D.R. and V.R.(SOR, It No. 26058B) 156.80 EqualROUND(I34*1%,2) EqualI34+J34

27 No Pinting and lettering with enamel paint 3- coats etc complete.(iv) Hectometer stone.(SOR, It No. 26058D) 52.27 EqualROUND(I35*1%,2) EqualI35+J35

28 No 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 (SOR, It No. 26054B) 3042.56 EqualROUND(I36*1%,2) EqualI36+J36

29 No Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet; size 90 x 90 x90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process And 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 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 60 Cms. for each leg.including excavation,curing etc.complete under the supervision of engineer in charge.(A) Engineer Grade(VR) (SOR, It No. 26092A) 3770.95 EqualROUND(I37*1%,2) EqualI37+J37

30 No Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process And acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. specifications; 3.1m long stand postand frame fabricated from suitable size iron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and white bends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26093A) 3818.71 EqualROUND(I38*1%,2) EqualI38+J38

31 No Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with phospheting process And acid eteching; 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; 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 ngineer 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)....(SOR, It No. 26094A) 3405.75 EqualROUND(I39*1%,2) EqualI39+J39

32 No Direction sign (Junction board):-Providing and fixing sing boards made out of 2mm aluminium sheet; size 244 x122cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process And acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26098A) 14684.86 EqualROUND(I40*1%,2) EqualI40+J40

33 No Distance Informatory/ Destubatuib sign :Providing and fixing sing boards made out of 2mm aluminium sheet; size 180 x 120cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process And acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm 75 x 75 x 6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26099A) 10818.39 EqualROUND(I41*1%,2) EqualI41+J41

34 No Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process And acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 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)...(SOR, It No. 26101A) 4995.41 EqualROUND(I42*1%,2) EqualI42+J42

35 No Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process And acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm And 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26102A) 2399.74 EqualROUND(I43*1%,2) EqualI43+J43

36 No Sign Board per square Meter :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 1 Meter x 1 Meter as as per the design given by engineer in charge pre treated with phospheting process And acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame may be fabricated either from suitable size iron angle of 35 x 35x 3mm And 50 x 50 x 5mm And 75 x 75 x 6mm as required painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)......(SOR, It No. 26103A) 7539.98 EqualROUND(I44*1%,2) EqualI44+J44

37 sqm Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from 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 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.(SOR, It No. 26161) 364.08 EqualROUND(I45*1%,2) EqualI45+J45

38 No Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall 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 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 strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and The color of the marker should be as per the IRC 35-2015 and as directed engineer in charge (SOR, It No. 26162A) 323.00 EqualROUND(I46*1%,2) EqualI46+J46

39 No 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 And 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 f35x35x3mm; painted with bestquality 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 blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer And 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 (SOR, It No. 26171) 3675.00 EqualROUND(I47*1%,2) EqualI47+J47

40 No Providing And fixing Flood guage post of M.S.angle of 100 x 100 x 6mm. 2.00mt. ht. including fixing in CC 1:2:4 block 0.30 X 0.30m X 0.45m including oil Painting etc. complete Equal'Flood Guage'!G25 EqualROUND(I48*1%,2) EqualI48+J48

41 sqm Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.(SOR Page no.126, It.No.-14033) 699.93 EqualROUND(I49*1%,2) EqualI49+J49

42 Rmt Providing Cement Vata(10cm. X 10cm. Size) quarter round in cement Mortar 1:1 including neat cement finishing, watering etc. complete.(SOR p.no.132 /item no.17015) 24.04 EqualROUND(I50*1%,2) EqualI50+J50

43 sqm Providing and laying - Filter Media 900mm thick directed at the back of abutments, returns and wing walls as per detailed specifacations. (SOR p.no.232 /item no.27004BA) 1412.30 EqualROUND(I51*1%,2) EqualI51+J51

44 No Providing And laying weep hole in Aburtments, and returns by using A.C. pipe of 100mm including laying in proper grede and jointing the completed as per detailed specification.(SOR p.no.239 /item no.27050A) EqualK52 EqualWord!A879 85.84 EqualROUND(I52*1%,2) EqualI52+J52

45 sqm Providing cement pointing in Cement Mortar 1:3 to masonry work including raking out joints, scaffolding and curing etc. complete.(SOR p.no.239 /item no.27051) EqualK53 EqualWord!A899 88.64 EqualROUND(I53*1%,2) EqualI53+J53

46 No Supplying labour at site of work for different type of work as directed (with tools and plants). (RA) EqualK54 EqualWord!A919 Equal'labour RA'!G16 EqualROUND(I54*1%,2) EqualI54+J54

47 Cum Providing panel wall for dry stone pitching in uncourased rubble masonary with had stone of approved quality in cement. mortar 1.5 including curing etc, complete.(SOR 2023-24, It. No. 26062A) EqualK55 EqualWord!A979 2624.51 EqualROUND(I55*1%,2) EqualI55+J55

48 sqm Labour charges for dry stone pitching of 20.0 cm. thick including preparing the surface etc complete. (SOR 2023-24, It. No. 26061) EqualK56 EqualWord!A999 418.40 EqualROUND(I56*1%,2) EqualI56+J56

49 Cum White stone bela masonry block in course in superstructure with stone of approved quality in cement mortar 1 : 5 ( 1 - Cement : 5 - Course sand ) including racking the joints etc. complete. ( S.O.R. Item code. 07010A ) EqualK57 EqualWord!A1019 6443.51 EqualROUND(I57*1%,2) EqualI57+J57

ITEM RATE METAL WORK EqualROUND(I58*1%,2) EqualI58+J58

50 Cum Providing and laying granular sub-base Grade-I C.B.R. not less than 30% by providing coarse graded materials, consisting of B.T. crushed stone aggregates 53 mm to 26.5mm @ 35%, 26.5mm to 4.75mm @ 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 8-T to 10-T complete as per Clause-401. EqualK59 EqualWord!A1039 Equal'RA GSB-1'!K63 EqualROUND(I59*1%,2) EqualI59+J59

51 Cum Supplying and stacking Machine Crushed Quarry spall with All Lead And Lift.(SOR SI No.563, M505) EqualK60 EqualWord!A1059 Equal'WBM RA '!H12 EqualROUND(I60*1%,2) EqualI60+J60

52 Cum Supplying and stacking of Machine Crushed Stone of 25mm to 40mm size on road site (for WBM road) with All Lead And Lift. EqualK61 EqualWord!A1079 Equal'WBM RA '!H20 EqualROUND(I61*1%,2) EqualI61+J61

53 Cum 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 with All Lead And Lift including filling the boxes. EqualK62 EqualWord!A1099 Equal'WBM RA '!H28 EqualROUND(I62*1%,2) EqualI62+J62

54 Cum 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 with All Lead And Lift Including filling the boxes. EqualK63 EqualWord!A1119 Equal'WBM RA '!H36 EqualROUND(I63*1%,2) EqualI63+J63

55 Cum Supplying and stacking of Stone dust/ binding materials on road site including filling the measure boxes with All Lead And Lift Including filling the boxes. EqualK64 EqualWord!A1139 Equal'WBM RA '!H46 EqualROUND(I64*1%,2) EqualI64+J64

56 Cum Supplying And stacking murrum / binding materials of approved quality on road site including filling measure boxes etc. complete EqualK65 EqualWord!A1159 Equal'WBM RA '!H52 EqualROUND(I65*1%,2) EqualI65+J65

57 Cum Spreading the stone aggregate for solling and W.B.M. including filling the interstices to required camber and gradient (P.172, It.No.26018A ) EqualK66 EqualWord!A1179 259.64 EqualROUND(I66*1%,2) EqualI66+J66

58 Cum Spreading the stone dust/ murrum / binding materials / quarry spall filling the gaps in matel and levelling to camber and gradient as directed.(P.173, It.No.26020A ) EqualK67 EqualWord!A1199 153.31 EqualROUND(I67*1%,2) EqualI67+J67

59 Cum Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C) Water bound Macadam (P.216, It.No.26118 C) EqualK68 EqualWord!A1219 58.50 EqualROUND(I68*1%,2) EqualI68+J68

60 Cum Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) (RA) EqualK69 EqualWord!A1239 Equal'WMM RA (2)'!F33 EqualROUND(I69*1%,2) EqualI69+J69

ITEM RATE BITUMEN WORK EqualROUND(I70*1%,2) EqualI70+J70

61 sqmt 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.(NH SOR It No.5.1A(i)) EqualK71 EqualWord!A1259 38.20 EqualROUND(I71*1%,2) EqualI71+J71

62 MT 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-30 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 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. EqualK72 EqualWord!A1279 Equal'2.5kg RABSG'!H52 EqualROUND(I72*1%,2) EqualI72+J72

63 MT Providing, laying and rolling of 25 mm thick open graded premix bitumenous carpet with B.T. aggregate as specified and using bitumen VG-30 for tackcoat at the rate of 2.5 Kg./10 Sq.Mt. on BT surface and using bitumen VG-30 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. EqualK73 EqualWord!A1299 Equal'RACar (2)'!F54 EqualROUND(I73*1%,2) EqualI73+J73

64 MT 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-30 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. EqualK74 EqualWord!A1319 EqualRASc!E42 EqualROUND(I74*1%,2) EqualI74+J74

65 MT Providing, laying And rolling 37.50mm thick compacted bituminius macadam with B.T. aggregate as specified usingbitumin for tack coat at the rate of 2.50 Kg/ 10 sq.m. on bitumen surface And using bitumen for mixing with aggregate at the rate of 3.50 % i.e. 35.00 kg / M.T. of total mix including heating And mixing in Drum mix plant And spreading the same with paver finisher And consolidation by vibratory roller 80 KN to 100 KN static weight including necessary firewood, oil, lubricants, labourcharges, asphalt etc.using contractors own plant And equipment, tools etc. completed in accordance with the requirement of specification. EqualK75 EqualWord!A1339 Equal'37.50 B.M'!H50 EqualROUND(I75*1%,2) EqualI75+J75

66 MT Providing And laying Mix Seal Surface with BT aggregate as specified using stone aggregates 0.27 cmt per 10 sqmt. as per MORTH. specification And asphalt for mixing at the rate of 5.1 % i.e. 51.00 Kg./M.T. of total weight of mix including heating the aggregates And asphalt in contineous batching Drum mix plant, spreading the same with Paver finisher including rolling And consolidation with vibratory roller including all materials( Type B ), necessary firewood, oil, lubricants, labour charges etc. using contractor’s own Drum mix plant, and equipment, tool etc comp. in accordance with the requirement of specification. EqualK76 EqualWord!A1359 EqualM.S.S!P64 EqualROUND(I76*1%,2) EqualI76+J76

67 MT Providing and laying Bituminous patchwork using B.T.chips 0.36 Cum for 10 Drum mix plant without tack coat including providing equipments,tools and plants,fire wood,oil kerosene,labour charges etc. comp.using contactors machinary Drum mix plant and spreading manually without tack coat and excl. cost of consolidation. EqualK77 EqualWord!A1379 Equal'RA Patch'!H59 EqualROUND(I77*1%,2) EqualI77+J77

68 sqmt Provoding and laying asphalt painting on BT surface with Bitumin grade VG-30 at the rate of 5.00 kg/10 sqm by mechanical sprayer and spreading the stone dust on prepared surface at the rate 0.03 cum/10 sqm and rolling with PTR roller And brushing etc. complete. EqualK78 EqualWord!A1399 Equal'RA painting'!G55 EqualROUND(I78*1%,2) EqualI78+J78

ITEM RATE MACHINERIES EqualROUND(I79*1%,2) EqualI79+J79

69 Hour Hydraulic Excavator 1 cum bucket capacity @ 60 cum per hour for the differenet type of works with machinaries, oil, fuel,driver etc complete. (SOR SI No.16, H016) EqualK80 EqualWord!A1419 711.86 EqualROUND(I80*1%,2) EqualI80+J80

70 Day Tractor Trolley (Considering 1 Tractor Trolley for hire charges with machinaries, oil, fuel, driver And necessary euipments etc complete. (SOR SI No.33, H033) EqualK81 EqualWord!A1439 1661.02 EqualROUND(I81*1%,2) EqualI81+J81

71 Hour Vibratory roller 8 - 10 tonnes @ 100 cum per hour on hire charges with machinaries,oil,fuel,driver And necessary euipments etc complete. (SOR SI No.20, H020) EqualK82 EqualWord!A1459 842.37 EqualROUND(I82*1%,2) EqualI82+J82

72 Hour Hire charges for Crane on hire charges with machinaries,oil,fuel,driver And necessary euipments etc complete. (SOR SI No.7, H007) EqualK83 EqualWord!A1479 699.15 EqualROUND(I83*1%,2) EqualI83+J83

73 Hour Water Tanker 6 kl capacity on hire charges with machinaries,oil,fuel,driver And necessary euipments etc complete. (SOR SI No.731, M673) EqualK84 EqualWord!A1499 169.49 EqualROUND(I84*1%,2) EqualI84+J84

74 tonne Tipper 10 tonne capacity tonne for hire charges with machinaries, oil, fuel, driver And necessary euipments etc complete. (SOR SI No.17, H017) EqualK85 EqualWord!A1519 1.36 EqualROUND(I85*1%,2) EqualI85+J85

75 Hour Motor grader for grading @ 100 cum per hour for hire charges with machinaries, oil, fuel, driver And necessary euipments etc complete. (SOR SI No.19, H019) EqualK86 EqualWord!A1539 1309.32 EqualROUND(I86*1%,2) EqualI86+J86

Deputy Executive Engineer Panchayat R And B Sub Division Dwarka Executive Engineer Panchayat R And B Division DevBhumi Dwarka

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#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! 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

#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

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

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#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Seven Seventy

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Eight Eighty

#VALUE! Thirteen

#VALUE! Fourteen

#VALUE! Sixteen

Only. Seventeen

#VALUE! Nineteen

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Three Thirty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Four Fourty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Five Fifty

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! Six Sixty

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Name of work : Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C) Name of work : Construction Of Satapar to Kalyanpur Road Km 0/00 to 6/980

RATEANALYSIS RATEANALYSIS

RATE - ANALYSIS RATE - ANALYSIS

Item No. 3 Item No. 2

Providing and laying granular sub-base Grade-I C.B.R. not less than 30% by providing coarse graded materials, consisting of B.T. crushed stone aggregates 53 mm to 26.5mm @ 35%, 26.5mm to 4.75mm @ 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 8-T to 10-T complete as per Clause-401. Providing and laying granular sub-base Grade-I C.B.R. not less than 30% by providing coarse graded materials, consisting of B.T. crushed stone aggregates 53 mm to 26.5mm @ 35%, 26.5mm to 4.75mm @ 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 8-T to 10-T complete as per Clause-401.

A Lead Calculation A Lead Calculation

Av. Lead = 40.00 Km. Av. Lead = 16.00 Km.

(I) Basic rate of 53mm to 26.5mm size Crushed stone aggregates Rs. 487.78 (I) Basic rate of 53mm to 26.5mm size Crushed stone aggregates Rs. 425.00 390 ABOVE 5Km. & UP TO 10Km. ABOVE 10Km. & UP TO 15Km. ABOVE 15Km. & UP TO 25Km. ABOVE 25Km. & UP TO 50Km. ABOVE 50Km. & UP TO 100Km. ABOVE 100Km. & UP TO 200Km. ABOVE 200Km. & UP TO 400Km. ABOVE 400Km.

(As per SORP 157 /I.No.26012 A]+[B]+[C)/3 (As per SORP 146/I.No.26.7 [i]+[ii]+[ii]) 425

(II) Conveyance Charges up to 5.00 Km. Rs. 369.56 (II) Conveyance Charges up to 5.00 Km. Rs. 165.18 440 332.61 7.51 6.64 6.03 5.95 6.77 5.91 5.66 5.56

at rate of 8.38 /Km.

(III) Deduct for filling in measurement boxes (III) Deduct for filling in measurement boxes

(As per S.O.R.P.165 No.26064) Rs. -107.01 (As per S.O.R.P. 157/I. No. 64) Rs. -38.40

Total Rs. 981.68 /Cum Total Rs. 643.96 /Cum

(I) Basic rate of 26.5mm to 4.75mm size Crushed stone aggregates Rs. 469.86 (I) Basic rate of 26.5mm to 4.75mm size Crushed stone aggregates Rs. 440.00

(As per SORP 157/I.No.26012 [D+E+F+G]/4 (As per SORP 146/I.No.26.7 [iii]+[iv]+[v]+ [vi]+ [vii])

(II) Conveyance Charges up to 5.00 Km. Rs. 332.61 413 (II) Conveyance Charges up to 5.00 Km. Rs. 152.44

35.00 5.95 Rs. 208.25 330 Remaining lead Km. 5/0 to 6/0 16.00 Km.

390 at rate of 7.73 /Km.

(III) Deduct for filling in measurement boxes 1418 (III) Deduct for filling in measurement boxes

(As per S.O.R.P. 165/I. No. 26065) Rs. -107.01 (As per S.O.R.P. 157/I. No. 65) Rs. -45.20

Total Rs. 903.71 /Cum Total Rs. 632.27 /Cum

(I) Basic rate of 2.36mm to below size stone dust Rs. 157.11 (I) Basic rate of 2.36mm to below size stone dust Rs. 150.00

(As per SOR Material P 21 Sr. No. 848 M566) (As per SOR Material P 11 Sr. No. 263)

(II) Conveyance Charges up to 5.00 Km. Rs. 332.61 (II) Conveyance Charges up to 5.00 Km. Rs. 152.44

35.00 5.95 Rs. 208.25 Remaining lead Km. 5/0 to 6/0 16.00 Km.

at rate of 7.73 /Km.

(III) Deduct for filling in measurement boxes (III) Deduct for filling in measurement boxes

(As per S.O.R.P.165 No.26064) Rs. -107.01 (As per S.O.R.P. 124/I. No. 65) Rs. -45.20

Total Rs. 590.96 /Cum Total Rs. 342.27 /Cum

Unit = Cum Unit = Cum

Taking Output = 300 Cum. Taking Output = 300 Cum.

Sr. No. Particulars Qty. Rate Unit Amount Sr. No. Particulars Qty. Rate Unit Amount

(a) Labour (a) Labour

Mazdoor-Skilled 2.00 505.00 Day 1010.00 Mazdoor-Skilled 2.00 194.50 Day 389.00

Mazdoor-Un-Skilled 3.00 452.00 Day 1356.00 Mazdoor-Un-Skilled 3.00 194.50 Day 583.50

(b) Machinary (b) Machinary 1050.30

Motor Grader 110 HP @ 50Cum per Hour 6.00 1309.32 Hour 7855.92 Motor Grader 110 HP @ 50Cum per Hour 6.00 1890 Hour 11340.00

(PMGSY SOR PM-018) (PMGSY SOR PM-018)

Vibratory 8-10 tonne 6.00 842.37 Hour 5054.22 Vibratory 8-10 tonne 6.00 1415 Hour 8490.00

(PMGSY SOR PM-033) (PMGSY SOR PM-033)

Water tanker 6 KL capacity 3.00 169.49 Hour 508.47 Water tanker 6 KL capacity 3.00 300 Hour 900.00

(PMGSY SOR PM-034) (PMGSY SOR PM-034)

( c) Materials ( c) Materials 20730.00

2.36mm to below @ 20% ( Coarse sand ) 76.80 590.96 Cum 45385.72 2.36mm to below @ 20% ( Coarse sand ) 76.80 342.27 Cum 26286.33 145520

Cost of Water 18 25 Kl 450.00 Cost of Water 18 18 Kl 324.00 = 243144.80 36471.72

(e) Contractor's profit@ 10% of (a+b) 1598.82 (e) Contractor's profit@ 15% of (a+b) 36471.72

Cost for 0.00 Cum. = a+b+c+d+e 351521.62 Cost for 0.00 Cum. = a+b+c+d+e 280666.82 21780.30 3267.045

Say 1171.80 /Cum Say `. 936.00 /Cum

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Deputy Executive Engineer Executive Engineer

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Kalyanpur (A.R.C) Dist. :- DevBhumi Dwarka

ITEM NO.4 Supplying and stacking Quarry spall with a lead of 10.00 Km. ABOVE 5Km. & UP TO 10Km. ABOVE 10Km. & UP TO 15Km. ABOVE 15Km. & UP TO 25Km. ABOVE 25Km. & UP TO 50Km. ABOVE 50Km. & UP TO 100Km. ABOVE 100Km. & UP TO 200Km. ABOVE 200Km. & UP TO 400Km. ABOVE 400Km.

A. Rate on quarry

B. Conveyance Charges For 5.00 KM lead. Rs. 369.56 40mm Above 369.56 8.34 7.38 6.70 6.61 7.52 6.57 6.28 6.17

For 5 to 10 KM lead. 5.00 8.34 Rs. 41.70

Rs. 536.95 Per Cum

ITEM NO.5 Supplying and stacking of Machine Crushed Stone of 25mm to 40mm size on road site (for WBM road) with a lead of 56.00 Km.

A. Rate on quarry

B. (2)Conveyance charge up to 5.0 K.M. Rs. 369.56

(3) Reamaining Lead up to 40 km= 35.00

Rs. 1113.39 Per Cum

ITEM NO. 6 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 with 56.00 K.M. Lead including filling the boxes.

(1) Rate on Quarry Rs. 438.41

(2)Conveyance charge up to 5.0 K.M. Rs. 369.56

Total Rs. 1039.32 /1 Cu.M.

ITEM NO. 7 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 with av. 56.00 Km. lead..Including filling the boxes.

(1) Rate on Quarry Rs. 409.97

(2)Conveyance charge up to 5.0 K.M. Rs. 332.61

(3) Reamaining Lead up to 40 km= 35.00

Total Rs. 950.83 /1 Cu.M.

ITEM NO. 8 Supplying and stacking of Stone dust/ binding materials on road site including filling the measure boxes with av. 20.00 Km. lead..Including filling the boxes.

(1) Rate on Quarry Rs. 157.11

(2)Conveyance charge up to 5.0 K.M. Rs. 332.61

(3) Reamaining Lead up to 40 km= 35.00

ITEM NO.9 Supplying & stacking murrum / binding materials of approved quality on road site including filling measure boxes etc. complete

A. Rate on murrum

B. Conveyance Charges 5.00 Rs. 369.56

For 5.00 KM lead. Rs. 470.36 Per Cum

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Name of Work : Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka : Kalyanpur (A.R.C) Dist. : DB Dwarka

Part-2 asphalt work

IT NO.1 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-30 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 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.

[A] COST OF AGGREGATE

Item Qty. Rate Per Amount

25 to 40 mm (260012B+C) 0.495 (477.31+547.64) /2 Cu.M 246.25 994.95 497.475 ABOVE 5Km. & UP TO 10Km. ABOVE 10Km. & UP TO 15Km. ABOVE 15Km. & UP TO 25Km. ABOVE 25Km. & UP TO 50Km. ABOVE 50Km. & UP TO 100Km. ABOVE 100Km. & UP TO 200Km. ABOVE 200Km. & UP TO 400Km. ABOVE 400Km.

Conveyance Charge

Total Lead of crushed metal = 40.00 Km. 15

Lead to be considered after deducting 15 Km. free lead

Conveyance for remaining lead = 5.95 Rs./ Km.

Total Conveyance Charge = 148.75 Rs.

Conveyance Charge for 0.66 C.M. Aggregate

Cost of Aggregate for one M.T. mix

Lead of Asphalt (Koyali to site) 480.00 Km.

[I] Basic rate of bulk asphalt at refinary 01/01/2026 = 48582.00 /M.T.

[II] Conveyance charge for

[b] Remaining lead

Rate at Rs. = 3.89 /Km.

Total = 50631.33 /M.T.

[2] Asphalt for mixing at rate of 1.99

Now cost of Asphalt =

[C] LABOUR CHARGES

Total cost for 1 M.T. mix = A + B + C+D

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka :_ Kalyanpur

Item No. 3 Providing & laying Mix Seal Surface with BT aggregate as specified using stone aggregates 0.27 cmt per 10 sqmt. as per MORTH. specification & asphalt VG-30 for mixing at the rate of 5.1 % i.e. 51.00 Kg./M.T. of total weight of mix including heating the aggregates & asphalt in contineous batching Drum mix plant, spreading the same with Paver finisher including rolling & consolidation with vibratory roller including all materials( Type B ), necessary firewood, oil, lubricants, labour charges etc. using contractor’s own Drum mix plant, and equipment, tool etc comp. in accordance with the requirement of specification..(R.A. attached)

(A.) B.S. Crushed metal required for 1.00 M.T. as under:

Sr. Size of Chip Qty Basic Rate Amount

Total 0.66 Amount Rs. 213.37 ..(A)

(B) Conveyance charges.

Average lead of = 40.00 Km.

Deduct lead free = 15.00 Km.

Net Lead of 25.00 Km.

Cost of Conveyance

Total cost of crushed aggregate

Tacking 51.00 Kg. asphalt required for one M.T. of mix

So that net cost of aggregate required for one M.T. mix

Cost of asphalt with a lead of 480.00 Km.

Basic rate of asphalt at refinery = 48582.00

Conveyance charges

Lead up to 0/0 to 5/0 Km. = 201.58

Asphalt required for 1.00 M.T. of mix 51.00 Kg. / M.T.

(i) Asphalt required for mixing 51.00 Kg/M.T. = 51.00 Kg.

Total Asphalt required = 51.00 Kg.

So that cost of asphalt = 51.00 x 50631.33 = 2582.19 …(II)

Labour charges : S.O.R.P.no.162 - Item code 26036 / Item no as per NBO.0 = 650.00 ...(IV)

Total cost of (I) + (II) + (IV)

Say Rs. 3528.00 / M.T.

Deputy Excecutive Engineer Panchayat R & B Sub-Division Dwarka Excecutive Engineer R & B (P ) Division DevBhumi Dwarka

Name of Work : Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka : Kalyanpur (A.R.C) Dist. : Devbhumi Dwarka

Providing, laying and rolling of 25 mm thick open graded premix bitumenous carpet with B.T. aggregate as specified and using bitumen VG-30 for tackcoat at the rate of 2.5 Kg./10 Sq.Mt. on BT surface and using bitumen VG-30 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. ABOVE 5Km. & UP TO 10Km. ABOVE 10Km. & UP TO 15Km. ABOVE 15Km. & UP TO 25Km. ABOVE 25Km. & UP TO 50Km. ABOVE 50Km. & UP TO 100Km. ABOVE 100Km. & UP TO 200Km. ABOVE 200Km. & UP TO 400Km. ABOVE 400Km.

(A) Cost of Aggregate

Total 333.62 Rs. (I)

Conveyance Charge

Total Lead of crushed metal = 40.00 Km. 15

Lead to be considered after deducting 15 Km. free lead = 25.00 Km.

Rate Rs. 5.95 / Km.

Conveyance Charge for 0.66 C.M. Aggregate

Cost of Aggregate for one M.T. mix

Lead of Asphalt (Koyali to site) = 480.00 Km.

(i) Basic rate of bulk asphalt at refinary 16/09/2025 = 48582.00 /M.T.

(ii) Conveyance charge for

(b) Remaining lead = 475.00 Km

Rate at Rs. = 3.89 /Km.

Total = 50631.33 /M.T.

(I) Asphalt for tackcoat at rate of 2.5 Kg./10 S.M.

One M.T.mix cover 1.00 M.T. = 19.05 Sq.m.

One M.T. mix cover 19.05 S.M.

(II) Asphalt for mixing at rate of 3.36%

Total asphalt = (I) + (II)

Now cost of Asphalt = 50631.33 x 38.36 = 1942.21 (B)

(C) Labor charges Rs. 650.00 /M.T. (C)

Total cost for 1 M.T. mix = A + B + C

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Name of Work : Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka : Kalyanpur (A.R.C) Dist. : D.B Dwarka

ITEM NO:3 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-30 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. ABOVE 5Km. & UP TO 10Km. ABOVE 10Km. & UP TO 15Km. ABOVE 15Km. & UP TO 25Km. ABOVE 25Km. & UP TO 50Km. ABOVE 50Km. & UP TO 100Km. ABOVE 100Km. & UP TO 200Km. ABOVE 200Km. & UP TO 400Km. ABOVE 400Km.

(A) Cost of aggregate

Total 188.10 ( I )

Conveyance charge

Total lead of crushed metal = 40.00 K.M.

Lead to be considered after deducting 15 K.M. Free lead

Rate Rs. . = 5.95

Conveyance charge for 0.66 cm. Aggregate

Cost of aggregate for one M.T. mix

(B) Cost of Asphalt

( i ) Basic rate of bulk asphalt at refinary = 48582.00 /M.T.

(ii) Conveyance charge for

(b) Remaining lead = 475.00 Km.

Rate at Rs. = 3.89 /Km.

Total Rs. = 50631.33 /M.T.

(I) Asphalt for Mixing 4.50 %

Now cost asphalt = 50631.33 x 45.00 = 2278.40 Rs./M.T.(B)

C Labor charges

Total cost for 1 M.T. mix =A + B + C

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka : Kalyanpur Dist : Devbhumi dwarka

Sr Description of Item

Item No.4 Providing,laying & rolling 37.50mm thick compacted bituminius macadam with B.T. aggregate as specified usingbitumin for tack coat at the rate of 2.50 Kg/ 10 sq.m. on bitumen surface & using bitumen VG-30 for mixing with aggregate at the rate of 3.50 % i.e. 35.00 kg / M.T. of total mix including heating & mixing in Drum mix plant & spreading the same with paver finisher & consolidation by vibratory roller 80 KN to 100 KN static weight including necessary firewood, oil, lubricants, labourcharges, asphalt etc.using contractors own plant & equipment, tools etc. completed in accordance with the requirement of specification.(R.A. attached)

A Cost of aggregate

Item Aggregate Quantity Rate Per Amount

Stone dust (M566) 15% 0.10 157.11 Cum 15.71

Conveyance charges

Total lead of crushed metal 40.00 Km.

Deduct free lead 15.00 Km.

Remaining lead 25.00 Km.

Conveyance charges for 0.66 cum

Conveyance 15.00 to 40.00 km. lead 25.00 5.95 Rs 148.75

Coveyance cost of material 0.66 148.75 Rs 98.18

Total cost of aggregate Rs 419.10

Cost of aggregate for 1.00 M.T.mix

B Cost of Asphalt

Total Lead = 480.00 Km.

Basic rate of Bulk Asphalt at refinry site Rs 48582.00

Lead up to 5.00 km as conveyance charges Rs 201.58

Conveyance 5.00 to all lead 475.00 3.89 Rs 1847.75

Asphalt for Tack coat at the rate of 2.50 kg / 10.00 sq.m.

One M.T.mix cover 1.00 M.T. = 12.12 Sq.m.

Tack coat for 1 MT. 12.12 x 2.50 3.03 Kgm.

Asphalt for mixing @ 35.0 Kg./ M.T. 35.00 Kgm.

C Labour Charges

As per S.O.R.P.no.162 - Item code 26036 / Item no as per NBO.0) Rs 650.00 ....(C)

Total = A + B +B2 + C

Total cost per 1.00 M.T.mix Rs 2980.00

Deputy Excecutive Engineer Excecutive Engineer

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

Dwarka DevBhumi Dwarka

Name of Work :- Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka :- Kalyanpur (A.R.C) District :- Devbhumidwarka

Item No. 1 Providing and laying Bituminous patchwork using B.T.chips 0.36 Cum for 10 Drum mix plant without tack coat including providing equipments,tools and plants,fire wood,oil kerosene,labour charges etc. comp.using contactors machinary Drum mix plant and spreading manually without tack coat and excl. cost of consolidation.

(I) (A) Rate Analysis for 1.00 M.T.

Size of Chips Percentage Qty.of Chips Required for Patch in Cum. Rate Amount

0.66 Per Cum. Total-Rs. 228.34 (A)

Conveyance charges

Average lead = 40.00 Km.

Deduct free lead = 15.00 Km.

Net lead 25.00 Km.

Cost of Conveyance

Total cost of crushed aggregate

Tacking 45.00 Kg. asphalt required for one M.T. of mix

So, that net cost of aggregate required for one M.T. of mix

(II) Supplying asphalt on road site with an average lead of 480.00 Km.

1 Issue rate of Bulk Asphalt VG-30 48582.00

2 Conveyance Charges

Total Rs. 50631.33 /MT.

(B) For Asphalt

1 For Mixing = 45.00 Kg.

(III) Charges for mixing

Rate of mixing &spreading by Drum mix plant and paver

finished as per S.O.R. 119/36/0.0 = 650.00 /MT

Hence consider 70 % rate for mixing and 30 % rate for spreading by paver finisher

Hence cost without paver finisher and rolling

(IV) Rate for spreading manually without tack coat = 364.61 .(IV)

Rate as per sub rate analysis RA - 1 Rs. 364.61

Attached here with

Total rate for above

(I) .+ (II) + (III) + (IV)

Deputy Executive Engineer Panchayat R & B Sub-Division Dwarka Executive Engineer Panchayat R & B Division Devbhumi dwarka

Name of Work :- Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka :- Kalyanpur District :- Devbhumidwaka

Sub Rate Analysis RA- 1

1 Labour charges for spreading manually without Tack coat consider Basic Item of S.O.R. P. 14

Perticulars Unit Rate Amount

3 Wire brushes 0.0420 61.60 2.59

4 Sundries L.S. L.S. 1.20

5 Brooms & gunny bags L.S. L.S. 1.30

Cost of 0.36 Cum. Rs. 181.17

Now deduct for tack coat not applying at Rate of 5.00 kg./10 sqmt. As per SOR. P. 159/26025/26.36 Rate is of 0.08 kg.

Deduct 5 x 0.40 Rs. 2.00

Rate of 0.36 cum. Without tack coat Rs. 179.17

Add 1 % for W.C. & O.H. Rs. 1.79

Add 10 % for contractors profit Rs. 17.92

Total Rs. 198.88

Cost of 0.36 cum without tack coat = 198.88

For 1.00 MT. spreading manually wiyhout tack coat

Cost of 1.00 M.T. Rs. 364.61

Deputy Executive Engineer Panchayat R & B Sub-Division Dwarka Executive Engineer Panchayat R & B Division Devbhumi dwaka

Name of work : Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Asphalt Painting

Item No.5 Provoding and laying asphalt painting on BT surface with Bitumin grade VG-30 at the rate of 5.00 kg/10 sqm by mechanical sprayer and spreading the stone dust on prepared surface at the rate 0.03 cum/10 sqm and rolling with PTR roller & brushing etc. complete.

A Cost of asphalt

Total lead of asphalt = 480.00 Km Issue Rate of VG-30 ABOVE 5Km. & UP TO 10Km. ABOVE 10Km. & UP TO 15Km. ABOVE 15Km. & UP TO 25Km. ABOVE 25Km. & UP TO 50Km. ABOVE 50Km. & UP TO 100Km. ABOVE 100Km. & UP TO 200Km. ABOVE 200Km. & UP TO 400Km. ABOVE 400Km.

Cost of bulk asphalt at Koyli refinery Rs.= 48582.00

Conveyance charges as per SOR Pg. 12 3.2.9 332.61 7.51 6.64 6.03 5.95 6.77 5.91 5.66 5.56

Conveyance charges 5 to 480.00 Km

Rate of asphalt per MT in Rs. 50631.33

Rate of one MT mix in Rs.= 50631.33

Basic rate of Stone Dust Rs.= 157.11

Conveyance charges up to 0.00 to 5.00 Km 332.61

Conveyance charges 5 to 40.00 Km

Rate of Stone Dust Rs. 697.97

Deduct for filling in measured boxes

Sr. No. Description of Item Qty Unit Rate Unit Amount

1 Cost of Asphalt VG-30 @ rate of 5kg/10 sqm 5.00 Kg 50631.33 MT 253.15

2 Labour Charges for Painting 10 Sqm 3.65 Sqm 36.50

Rate for pro. T.C. at rate of 5.00kg/10sqm

Rate for pro. T.C. at rate of 10.00kg/10sqm = 6.95 sqm

Less 5.00kg @ rate of 0.66 Rs/Kg = 3.30 sqm

3 Supplying of Stone Dust at 0.03cum / 10 sqm 0.03 Cum 596.00 Cum 17.88

4 Spreading the stone Dust SOR pg. 159/26020A 0.03 Cum 153.11 Cum 4.59

5 Consolidation SOR pg.154/26002A 10 Cum 13.29 Cum 132.90

Say Rate of one Sqmt in Rs.= 45.00

Deputy Executive Engineer Panchayat R & B Sub-Division Dwarka Executive Engineer Panchayat R & B Division Devbhumi dwaka

RATE ANLYSIS WMM

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Providing and laying 250 mm thick Wet mix macadam (W.M.M.) using machine crushed black trap aggregate of 40 to 50 mm size in the material as per MORT & H specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tippers to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Cost for 225.00 Cmt.

Sr. No Material Qty. Rate Per Amount

Mazdoor skilled 2 505 Day 1010 (L022)

Mazdoor 10 480 Day 4800 (L021)

Wet mix plant of 75 TpH capacity 9 1000 hour 9000

Electric Generator set 125 6 700 hour 4200

Front end loader 1 Cum capacity 6 764 hour 4584

Paver Finisher 6 1200 hour 7200

Vibratory Roller 8-10 Tonne 6X0.65 842.37 hour 3285.243 H020

Water Tanker 3 169.49 hour 508.47 M673

Total A = Rs. 34832.033

Add 15 % Contractors profit & Over heads (A) = Rs. 5224.8

B Material incl. 32% Void

1 Course Crushed aggregates 45mm to 22.4 mm 89.1 1006.38 Cum 89668.01

2 Fine aggregates 22.4 mm to 2.36 mm 118.8 786.23 Cum 93403.53

3 Stone Dust 2.36 mm to 75 Micron 89.1 590.96 Cum 52654.54

4 Cost of Water 18 250 KL 4500

Total (B) Rs. 240226.08

Grand Total for 225.00 Cmt.[ (i) to (iv) ] = Rs. 280282.913

Cost per Cmt Rs. 1245.7

Dy. Executive Engineer Executive Engineer

R&B (P) Sub Division R&B (P) Division

Dwarka Devbhumi Dwarka

Name Of Work:- Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

RATE ANALYSIS FOR G.S.B. & W.B.M.

Lead Calculation

Fot Quarry to Road 35.00

Avg Of Road:- 5.00

Sr. Lead C.S. Metal Asphalt

No. 45mm to 22.4 mm Screening (22.4 mm to 2.36 mm) Stone Dust ( 2.36 mm to 75 Micron) 60/70 Asphalt Polymer PMB Emulsion ABOVE 5Km. & UP TO 10Km. ABOVE 10Km. & UP TO 15Km. ABOVE 15Km. & UP TO 25Km. ABOVE 25Km. & UP TO 50Km. ABOVE 50Km. & UP TO 100Km. ABOVE 100Km. & UP TO 200Km. ABOVE 200Km. & UP TO 400Km. ABOVE 400Km.

1 Quarry Koyali Refinary Koyali Refinary Koyali Refinary

Deduct :- Labour Charges for Filling the Measure & Boxes 26064 107.01 107.01 107.01

Deputy Executive Engineer Executive Engineer Deputy Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division R.& B. (Panchayat) sub Division

Dwarka Dwarka Khambhalia

Name of work : Repairs Of Various Roads Of Dwarka Taluka Under IR/PR/CR/FDR (2024-25). Ta.Dwarka

Item No.11 : Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

ABOVE 5Km. & UP TO 10Km. ABOVE 10Km. & UP TO 15Km. ABOVE 15Km. & UP TO 25Km. ABOVE 25Km. & UP TO 50Km. ABOVE 50Km. & UP TO 100Km. ABOVE 100Km. & UP TO 200Km. ABOVE 200Km. & UP TO 400Km. ABOVE 400Km.

R.A. for 1 Cum.

(b) Carting charges of aggregate Km 20.00 369.56 8.34 7.38 6.70 6.61 7.52 6.57 6.28 6.17

Conveyance Charges up to 5.00 Km. Rs. 80.35

considering multi. factor

Total Rs. = 1139.64 /Cum.

say 1,140.00 /Cum.

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka : Dwarka Dist. : D.B.Dwarka

Sub Estimate 3(D)

Item No. 13 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.As Per RA

A Basic rate for wearing coat as per (SOR pg.220.27091AA) 4295.70

B Cost of vaccume dewatering plate vibrator , Running screed vibrator and laying for prelaid channel

Material Qty Rate Unit Amount

1 Screed vibrator 2 3500.00 No. 7000.00

2 Niddle vibrator 2 1000.00 No. 2000.00

3 Form work for stell channel

4 Labour for Form Work 8 650.00 No. 5200.00

5 Admixture 2 900.00 No. 1800.00

For 1 Cum 440.49

Deputy Executive Engineer Panchayat R & B Sub-Division Dwarka Executive Engineer Panchayat R & B Division Devbhumi dwaka

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

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

Sr. No. Description of Item

5 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] 300 mm internal dia.(SOR P.no.169/I.code.26089EA)

Upleta Factory - Kalyanpur 130.00 km.

Kalyanpur to Road Site 10.00 km.

Total- 140.00 km.

Deduct free lead 40.00 km.

( A ) Basic rate at factory site (SOR P.no.169/I.code.26089AA) 653.46

( B ) Conveyance charges

Total- 719.68 Per Rmt.

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka : Kalyanpur Dist : Devbhumi dwarka Dist.: D.B.Dwarka

Sr. No. Description of Item

5 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] 450 mm internal dia.(SOR P.no.169/I.code.26089BA)

Upleta Factory - Kalyanpur 130.00 km.

Kalyanpur to Road Site 10.00 km.

Total- 140.00 km.

Deduct free lead 40.00 km.

( A ) Basic rate at factory site (SOR P.no.169/I.code.26089BA) 1178.27

( B ) Conveyance charges

Total- 1328.76 Per Rmt.

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka : Kalyanpur Dist : Devbhumi dwarka Dist.: D.B.Dwarka

Sr. No. Description of Item

5 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] 600 mm internal dia.(SOR P.no.169/I.code.26089CA)

Upleta Factory - Kalyanpur 130.00 km.

Kalyanpur to Road Site 10.00 km.

Total- 140.00 km.

Deduct free lead 40.00 km.

( A ) Basic rate at factory site (SOR P.no.169/I.code.26089EA) 1948.89

( B ) Conveyance charges

Total- 2224.79 Per Rmt.

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka :- Taluka : Kalyanpur Dist : Devbhumi dwarka Dist.: D.B.Dwarka

Sr. No. Description of Item

5 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.(SOR P.no.169/I.code.26089EA)

Upleta Factory - Kalyanpur 130.00 km.

Kalyanpur to Road Site 10.00 km.

Total- 140.00 km.

Deduct free lead 40.00 km.

( A ) Basic rate at factory site (SOR P.no.169/I.code.26089EA) 3434.91

( B ) Conveyance charges

Total- 3848.76 Per Rmt.

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Taluka : Kalyanpur Dist : Devbhumi dwarka Dist. :- DevBhumi Dwarka.

Item No.1 White washing with lime on wall surface (Two coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust, mortar drops and other foreign matter.

Asuming for 1.00 K.M.

Sr.no. Road Furniser Asuming For 1Km. Considering % Net Qty

1 Gard Stone 50 40 20

2 Indecater Stone 40 50 20

3 C.D.Work 3 60 1.8

(2) Indecater Stone

Total = 45.25 Sqmt.

Total qty. 45.25 x 12.57 = 568.79 Cost Per K.M.

{S.O.R Page No 117 Item No.18001.18.11}

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Dwarka & Kalyanpur Taluka Under IR/PR/CR/FDR (2024-25). Ta.Dwarka And Kalyanpur (A.R.C)

Ta.:-Kalyanpur Dist.DevbhumiDwarka

Item No. 46 Supplying labour at site of work for different type of work as directed (with tools and plants).

RA for 20 labours

Sr.No. Perticulars Qty. Rate Unit Amount

Mazdoor 20 493.00 day 9860.00

B Add 10% for T&P, Insurance,traffic safety,etc 1034.00

C Total amount (a+b) 11374.00

Rate per labour (D/20) 568.70

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Ta.:- Kalyanpur Dist.DevbhumiDwarka

15 Providing & fixing Flood guage post of M.S.angle of 100 x 100 x 6mm. 2.00mt. ht. including fixing in CC 1:2:4 block 0.30 X 0.30m X 0.45m including oil Painting etc. complete As Per RA

Sr.No. Perticulars Qty. Rate Unit Amount

A Materials 18.4 39.62 Kg. 729.01

100 x 100 x 6 mm Angle 2.00 mt. @ 9.20 Kg./Rmt.

(SOR P No 5/M685)

B Labour charge L.S. 300.00 L.S. 300.00

For fabrication & fitting

C C.C. 1:2:4 foundation block 0.04 4033.21 Cum. 161.33

( SOR P. No. 42/05011AA )

D Centaring 0.36 312.56 Sqm. 112.52

( SOR P.No. 70 /09001G1A )

E Painting 0.87 127.35 Sqm. 110.79

Total = 0.87 Sqm.

F Conveyance charges L.S. 300.00 L.S. 300.00

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division

Name of Work :- Repairs Of Various Roads Of Kalyanpur Taluka Under IR/PR/CR/FDR (2025-26) Ta. Kalyanpur(A.R.C)

Providing and fixing 'W' type safety barrier using M.S. iron channel 150mm x 75m x 5mm size erected at 2.0 Mt. center to center and providing 'W' shaped galvanised steel sheet guard rail 3mm thick for crash barrier in Double row as per detailed drawing with fabrication and installation charges including providing foundation block of size 0.60 x 0.60 x 0.75 Mt. in C.C. 1:2:4 and oil painting two coats with one coat of red oxide etc complete.

For 30 Mt. length

[1] Supplying Channel section size 150mm x 75mm x 5mm and 1.65mt. Long

No. of post required = 30.0/2 + 1 = 16 No.

Length of channel section = 16 x 1.65 = 26.40 Rmt

Weight of channel section 150mm x 75mm x 5mm 11.40 Kg/Rmt

Total weight for 26.40 Rmt = 26.4 x 11.40 = 300.96 Kg.

Bracket channel section 150 x 75 x 5m required for spacer

1 Bracket per each post with 0.33 Mt length

Total weight = 1 x 16 x 0.33 x 11.40 = 60.19 Kg.

Total Weight of channel 361.15 Kg.

Cost of Channel including fabrication

[2] 3mm G.I.rail 0.50mt wide with unit Wt.37.7 kg./Sqmt

Cost of G.I. Rail @ Rs. 53.76/kg.

(Item No. 503 Page 27)

[3] High tensile Nuts & Bolts required = 16 x 7 = 112.0 No

( Market rate @ Rs. 20.0 /No.)

[4] Cost of painting two coats including priming coat

Area of channel above G.L.= 16 x 0.60 x 0.90 = 8.64 Sqm

Area of Bracket = 1 x 16 x 0.60 x 0.33 = 3.17 Sqm

Area of Railing = 2 x 30 x 0.50 = 30 Sqm 15

Total 41.81 Sqm 793.065

Cost of painting = 41.81 x 80.85 = 3380.34 ____[4]

[5] Excavation for foundation up to 1.5 Mt. in Dense or hard soil

[6] Pro. and filling in foundation with C.C. 1:2:4 ---- & curing Complete

Total cost of [1] to [6] 168472.60

Rate per Rmt. = 168472.60 = 5615.75 /Rmt

Say 5616.00 /Rmt

Deputy Executive Engineer Executive Engineer

R.& B. (Panchayat) sub Division R. & B. Panchayat Division