Nit No. 01 /2026-2027

Name of Work RESTORATION OF RETAINING WALL, D/S LAUNCHING APPRON AND EMBANKMENT PROTECTION AT KUDRA WEIR AND REPAIR, PAINTING OF LARMA PUMP HOUSE, P.C.C ROAD AND SITE HOSTEL Cost of Work as per BOQ Rs. 62,76,740.00 Time of Completion in month 01 Month

Sl No. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money As per NIT duly pledged in favour of Executive Engineer, Irrigation Division Bhabua (Pay either online or offline) (Bank Guarantee only)

Bid Security Amount - Rs. 1,26,662.00 Bid Security Amount - Rs.

2 Time of Completion

3 Registration No.

4 Character Certificate

5 Key Personnel Site Supervisor (Fresh Graduate in civil or Diploma civil + 3 years Exp. Or retired I.T.I. Holder 1

6 Affidavit in required format (Should be after the publication date of the NIT)

BILL OF QUANTITY FOR RESTORATION OF D/S RETAINING WALL,D/S LAUNCHING APPRON & EMBANKMENT PROTECTION WORK AT KUDRA WEIR AND REPAIR, PAINTING OF LARMA PUMP HOUSE, PCC ROAD & SITE HOSTEL .

Last Date and time of Tender Uploading :- 13.05.2026 UPTO 3.00 P.M.

Estimated Cost:- Rs. 62,76,740.00

Earnest Money :- Rs. 1,26,662.00

Date of Completion :- 01 Month

Cost of BOQ pay online mode only:- Rs 10,000.00

E-Tendering Processing fee pay on online mode only: - Rs. 590.00

Sl No. ITEM OF WORKS QUANTITY UNIT RATE AMOUNT

1 Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 Metre lead and disposal of unserviceable materials with all leads. as per building specifications and direction of E/I. 108.75 cum. 701.70 76309.88

2 Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. 250.37 cum. 197.90 49548.22

3 Providing corase clean local sand in filling in foundation trenches including ramming, watering,royalty and all other taxes complete job as per specifications and direction of E/I. 19.39 cum. 346.90 6726.39

4 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royaltyand all taxes, all complete as per approved design,specifications and direction of E/I 126.45 Sqm 293.50 37113.08

5 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of qraded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. 96.59 cum. 7150.90 690705.43

6 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5.:3 ) in superstructure of various components of canal or embankment structures with approved quality of qraded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. 80.31 cum. 7150.90 574288.78

7 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I.

8 Labour charge for pitching work on appron slope of bank with stone boulder duly packed (Uncreated complete job ) materials withing 50 m lead with all lifts, all complete as per approved design,specifications and direction of E/I. 16.86 cum. 557.40 9397.76

9 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finaly dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable prpfile within a lead of 30 mtr and lift of 1.5 mtr. complete job as per specifications and direction of E/I. 83.46 cum. 151.10 12610.81

10 Providing weep holes with dry graded Stone metal filter of 20 mm to 40 mm siz in abutment and wing wall as per specification and direction of E/I . 84.00 each 114.30 9601.20

11 Providing shuttering including strutting. Proping etc. and its removal after use in various components of canal structure or embankment structure as per specifications and direction of E/I. 435.53 Sqm 586.00 255220.58

12 Supply of New bag with labour for filling New E.C bag with local sand (volume of filled bag 1.2 cft and weight 50kg),stiching on two lines by approved nylon thread with stiching machine & generator,Stacking the bags and placing with a lead of 150m including supply of nylon threads etc ,all complete as per approved design,specification and direction of E/I. 1900.00 bag 41.00 77900.00

13 Labour charge for taking out disturbed boulder from boulder pitching or riprap or rock toe etc. and cleaning the surface and stacking the same within a lead of 100 metre as per approved design, specifications and direction of E/I 60.00 Cum 521.40 31284.00

14 Labour charge for stone boulder (uncrated) laying in launching apron and slope ( materials within 150 m lead all lifts), all complete as per approved design, specifications and direction of E/I 120.00 Cum 1420.40 170448.00

15 Labour for laying River bed Material (30 % sand and 70% Quarry spall) including light ramming etc.all complete job as per specification and direction of E / I. 87.00 Cum 369.10 32111.70

16 Gravel/Quarry spall 60.90 Cum 377.35 22980.62

17 Dewatering cost for construction of retaining wall 5% of foundation work 34400.00

18 Removing white or colour wash by scrapping and sand paper in and preparing the surface smooth including necessary repair scratches etc. Complete. 3775.05 SQM 8.90 33597.95

19 Raking out joints in lime or cement mortar and preparing the surface for repainting or replastering including disposal of rubbish to the dumping within 50 metres lead 188.75 SQM 34.00 6417.50

20 12 mm cement plaster of mix:

1:4(1 cement :4 coarse sand) 188.75 SQM 173.60 32767.00

21 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. 3775.05 SQM 117.20 442435.86

22 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

Old steel work (one or more coats) 201.25 SQM 58.50 11773.13

23 Kota stone slab flooringover20mm(average) thickbase laidover and jointedwithgreycement slurrymixedwithpigment tomatch the shadeof theslabincludingrubbingandpolishingcomplete.Basewith

24 Renewing glass panes, with putty and nails wherever necessary:

Float glass panes weighing 10 kg/m2 (4mm thick glass) 80.52 SQM 689.00 55478.28

25 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement with adding 5 % adding water proofing compound. 309.53 SQM 226.60 70139.50

26 Centring and shuttering including strutting,propping etc. and removal of form for.5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 40.40 SQM 222.70 8997.08

27 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.4.1.3 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 56.10 CUM 4594.50 257751.45

28 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular type switch, phenolic laminated sheet, suitable size M.S./PVC box etc as required. 12.00 Each 1211.60 14539.20

29 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required

2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire. 30.00 M 252.60 7578.00

30 2X 4 sq. mm + 1 X 4 sq. mm earth wire 20.00 M 314.30 6286.00

31 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required 2.00 Each 69.80 139.60

32 Supplying and fixing battan/ angle holder including connection as required. 7.00 Each 88.20 617.40

33 Supplying and fixing following modular type switch/ socket on the existing switch box/ cover including connections etc. as required.

5/6 amps switch 12.00 Each 87.60 1051.20

34 3 pin , 5/6 amps socket outlet 3.00 Each 114.20 342.60

35 Step fan regulator, modular type 2.00 Each 358.50 717.00

36 Supplying and fixing suitable size GI box with modularplate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch,connection etc. as required. 3.00 Each 531.00 1593.00

37 DISTRIBUTION BOARD

Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/recess, complete with tinned copper bus bar, neutral busbar,earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCBilsolator). 2 + 4 way, Single door 1.00 Each 1407.90 1407.90

38 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

6/32 amp Single pole 4.00 Each 240.90 963.60

39 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required 1.00 Each 5578.00 5578.00

40 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble as required 11.00 Each 37.00 407.00

41 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. 2.00 Each 2482.00 4964.00

42 20 watt T8 LED polycarbonate tube inbuilt driver 2.00 Each 353.00 706.00

43 12 watt LED lamp 6.00 Each 239.00 1434.00

44 Providing and fixing 32 amps double pole OFF-load changeover switches with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required. 1.00 Each 2005.20 2005.20

45 Supplying and fixing following types LED street light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on pole/building including connection earthing the body etc as required.

46 6.0 sq mm ISI marked PVC insulated single core copper conductor cable 47.00 M 63.00 2961.00

Sum total of amount Rs (from item no. 1 to 27) - A 4408134.93

47 Carriage of Materials

i (a)Sand-Lead 51Km from dehri 76.08 Cum 1345.00 102327.60

(b)Sand-Lead 92 Km from dehri 31.36 Cum 2303.00 72226.69

ii (a)Stone Aggregates - Lead 134 km from Ahiraura 161.66 Cum 1986.30 321105.26

(b)Stone Aggregates - Lead 75 km from Ahiraura by road 49.93 Cum 1910.80 95404.33

iii Gravel/Quarry spall - Lead 134 km from Ahiraura 60.900 Cum 1986.30 120965.67

iv Local sand -Lead 3 k.m 107.27 Cum 202.70 21743.63

v Bricks Lead- 8 km 4079.00 %0Nos. 1851.20 7551.04

vi (a)Cement - Lead 1 km from kudra 74.56 MT 292.00 21771.52

(b)Cement - Lead 6 km from karmnasha 22.997 MT 414.00 9520.76

vii Steel - Lead 1 km from kudra 18.920 MT 292.00 5524.64

Sum total of amount of carriage of material - B 778141.14

Add 1% Labour cess RS. 51862.76

Add seigniorage Fee Rs. 33961.00

SUB TOTAL - C 5272099.83

Add 18 % GST Rs. 948977.97

SUB TOTAL- D 6221077.80

Sum total of amount Rs (from item no. 28to 46) electrical item including labour cess and GST as per SOR - E 55662.00

TOTAL Rs. (D+E) 6276739.80

Permissible limit.

1 Estimated cost :- Rs. 6,276,740.00 (A)

2 Cost of Govt. Material :- Rs.- Nil (B)

3 Permissible limit :- Nil

4 Rate quoted according to WRD letter no. 50 dated 20.01.2020 in context with RCD notification no. 447(S) & 448(S) dated 16.01.2020 & Letter No. 449(S) dated 16.01.2020 and WRD letter no. 1/PMC/court/01/ 2022-536 dated 18.07.2023

5 Name of the Contractor :-

6 Address of the Contractor :-

7 I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate are mentioned in the Bill of quantity. IN FIG.

Executive Engineer, Irrigation Division, Bhabhua

1 5.8.7 Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 Metre lead and disposal of unserviceable materials with all leads as per building specifications and direction of E/I.

Taking Out put =2.832 Cum

Semi skilled mazdoor 1 nos 444.00 444.00 S II -69

Unskilled mazdoor 3 nos 428.00 1284.00 {SI-1}

Add Overhead charge & C.P@15% 259.20

Rate per cum Say Rs 701.70 Per M3

2 5.1.27 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete and as per specifications and direction of E/I.

Unit :- Per Cum

Taking Out put =28.32 Cum

Unskilled mazdoor for cutting and carrying etc. 11 nos 428.00 4708.00 {SI-1}

Head mason 0.25 nos 660.00 165.00 {S II -3}

Add Overhead charge & C.P@15% 730.95

Rate per Cum Say Rs 197.90 Per M3

3 5.1.37 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, all complete job as per specifications and direction of E/I.

Taking Out put =2.832 Cum

Unskilled mazdoor for cutting 1 nos 428.00 428.00 {SI-1}

Local Sand 2.832 Cum 150.48 426.16 { M 006}

Add Overhead charge & C.P@15% 128.12

Rate per sqm Say Rs 346.90 Per M3

4 5.7.14 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design, specifications and direction of E/I

Taking Out put =9.30 Sqm

Mason Gr II 0.50 nos 541.00 270.50 {S II- 4}

Unskilled mazdoor 1.00 nos 428.00 428.00 {SI-1}

Add Overhead charge & C.P15% 356.02

Rate per sqm Say Rs 293.50 Per M2

5 5.3.5 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I.

Taking Out put=2.832 Cum

Coarse aggregates (20 mm To 10 mm) (Rate of approved quality of aggregate as per Design) 2.436 M3 963.12 2346.16 M-044

Head mason 0.5 nos 660.00 330.00 {S II -3}

Mason Gr II 1 nos 541.00 541.00 {S II- 4}

Unskilled mazdoor 12 nos 428.00 5136.00 {SI-1}

Bhisti 1 nos 417.00 417.00 S II-13

C. HIRE CHARGES OF MACHINE

(i)Concrete mixer (10 H.P ) for 2.832 cum consists 1.43 hr 392.00 560.56 {P M -21001}

on the basic of mixer production capacity 1.98 m3

per hour. Used rate per hourx2.832/1.98

(ii) Vibrator 1no. To vibrate 2.832 cum on the 1.43 hr 456.00 652.08 {P M -44001}

basic of vibrator capacity 1.98 cum per hour.

Used rate per hourx2.832/1.98

Add Overhead charge & C.P@15% 2641.47

Rate per cum Say Rs 7150.90 Per M3

6 5.3.10 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I.

Taking Out put=2.832 Cum

Coarse aggregates ( 20 mm to 10 mm ) (Cost of coarse aggregate as per Design) 2.436 M3 963.12 2346.16 M-044

Head mason 0.5 nos 660.00 330.00 {S II -3}

Mason Gr II 1 nos 541.00 541.00 {S II- 4}

Unskilled mazdoor 12 nos 428.00 5136.00 {SI-1}

Bhisti 1 nos 417.00 417.00 S II-13

C. HIRE CHARGES OF MACHINE

(i)Concrete mixer (10 H.P ) for 2.832 cum consists 1.43 hr 392.00 560.56 {P M -21001}

on the basic of mixer production capacity 1.98 m3

per hour. Used rate per hourx2.832/1.98

(ii) Vibrator 1no. To vibrate 2.832 cum on the 1.43 hr 456.00 652.08 {P M -44001}

basic of vibrator capacity 1.98 cum per hour.

Used rate per hourx2.832/1.98

Add Overhead charge & C.P@15% 2641.47

Rate per cum Say Rs 7150.90 Per M3

(A). Providing M.S reinforcement Plain (including 5% wastage) 1.05 M.T 45700.00 47985.00

(B). i. Annealed wire 14 Kg 49.41 691.74 M 072

ii Black smith Gr II 9 nos 541.00 4869.00 S II-10

iii. Head black smith 1 nos 660.00 660.00 S II-9

iv. Skilled mazdoor 8 nos 541.00 4328.00 S I-71

v Unskilled mazdoor 2 nos 428.00 856.00

Add Overhead charge & C.P@15% 8908.46

Say Rs 68298.20 Per M.T

8 (d). T.M.T Fe -415 16 mm

(A). Providing M.S reinforcement Plain

(including 5 % wastage ) 1.05 M.T 45700.00 47985.00

(B). i. Annealed wire 14 Kg 49.41 691.74 M 072

ii Black smith Gr II 9 nos 541.00 4869.00 S II-10

iii. Head black smith 1 nos 660.00 660.00 S II-9

iv. Skilled mazdoor 8 nos 541.00 4328.00 S I-71

v Unskilled mazdoor 2 nos 428.00 856.00

Add Overhead charge & C.P@15% 8908.46

Say Rs 68298.20 Per M.T

9 (c). T.M.T Fe-415 12 mm

(A). Providing M.S reinforcement Plain

(including 5 % wastage ) 1.05 M.T 45700.00 47985.00

(B). i. Annealed wire 14 Kg 49.41 691.74 M 072

ii Black smith Gr II 9 nos 541.00 4869.00 S II-10

iii. Head black smith 1 nos 660.00 660.00 S II-9

iv. Skilled mazdoor 8 nos 541.00 4328.00 S I-71

v Unskilled mazdoor 2 nos 428.00 856.00

Add Overhead charge & C.P@15% 8908.46

Say Rs 68298.20 Per M.T

10 (b). T.M.T Fe-415 10 mm

(A). Providing M.S reinforcement Plain

(including 5 % wastage ) 1.05 M.T 46300.00 48615.00

(B). i. Annealed wire 14 Kg 49.41 691.74 M 072

ii Black smith Gr II 9 nos 541.00 4869.00 S II-10

iii. Head black smith 1 nos 660.00 660.00 S II-9

iv. Skilled mazdoor 8 nos 541.00 4328.00 S I-71

v Unskilled mazdoor 2 nos 428.00 856.00

Add Overhead charge & C.P@15% 9002.96

Say Rs 69022.70 Per M.T

11 5.7.18.2 Labour charge for pitching work on apron slope of bank with stone boulder duly packed (Uncreated complete job ) materials within 50 m lead with all lifts, all complete as per approved design, specifications and direction of E/I

Taking Out put = 2.832 Cum

Unskilled mazdoor for carrying and laying boulder 2 nos 428.00 856.00 {SI-1}

Mason Gr II 0.50 nos 541.00 270.50 {S II- 4}

Stone dresser 0.25 nos 541.00 135.25 S II-12

Add Overhead charge & C.P@15% 205.91

Rate per cum Say Rs 557.40 Per M3

12 5.1.31 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job and as per specifications and direction of E/I.

Taking Out put=28.32 Cum

Unskilled mazdoor for cutting . 4.5 nos 428.00 1926.00 {SI-1}

Unskilled mazdoor for carrying . 4 nos 428.00 1712.00 {SI-1}

Head mason 0.125 nos 660.00 82.50 {S II -3}

Add Overhead charge & C.P@15% 558.08

Rate per Cum Say Rs 151.10 Per M3

13 5.8.6(a) Providing weep holes with dry graded Stone metal filter of 20 mm to 40 mm siz in abutment and wing wall as per specification and direction of E/I

Stone metal filter 20 mm to 40 mm 0.113 M3 733.48 82.88 M-011

Fitting and cost of Wire netting @ 20% of above 16.58

Add Overhead charge & C.P@15% 14.92

Rate Say Rs 114.30 Each

14 5.3.19 Providing shuttering including strutting, propping etc. and its removal after use in various components of canal structure or embankment structure as per specifications and direction of E/I.

Taking Out put=9.30 Sqm

Local wood planks 38 mm thick 9.3 x 38 / 1000 =0.353 cum 0.353 cum

Add 5 % wastage 0.017 cum

Cost of 0.37 cum local wood planks 0.37 cum 26000.00 9620.00 {1198}

Add cost for strutting and propping @ 10 % of above 962.00

Total cost of wood 10582.00

Assuming 4 uses to calculate 4 use

Cost of shuttering for 2.832 cum total cost/4 2645.50

Add 1 % for cost of nails and spikes on total cost of wood 105.82

Carpenter Gr II 1.5 nos 541.00 811.50 {S I -17}

Unskilled mazdoor 2.5 nos 428.00 1070.00 {SI-1}

C Carriage of materials

Cost of the carriage of materials from Godown and back to godown after use including loading unloading and stacking @ 1 % of Total cost of wooden materals 105.82 C

TOTAL cost per 9.3 sqm =A+B+C 4738.64

Add Overhead charge & C.P@15% 710.80

Rate per sqm Say Rs 586.00 Per M2

15 5.7.53 Supply of New bag with labour for filling New E.C bag with local sand (volume of filled bag 1.2 cft and weight 50kg),stiching on two lines by approved nylon thread with stiching machine & generator,Stacking the bags and placing with a lead of 150m including supply of nylon threads etc ,all complete as per approved design,specification and direction of E/I.

Taking output 100nos filled new bags

New E.C.Bag 100 nos 11.11 1111.00 MSL 291

Stiching Roll(Nylon) 2 nos 30.00 60.00

Unskilled labour for filling,stacking 1.67 nos 428.00 714.76 {SI-1}

Unskilled labour for crrying &placing at work site 3 nos 428.00 1284.00 {SI-1}

Skilled labour for stiching 0.33 nos 541.00 178.53 {SII-70}

Hire Charge of Machine

Hire Charge of Stiching Machine 0.33 day 50.00 16.50

Hire charge of Generator 3KVA 2.67 hrs 74.00 197.58

Total (A+B+C) 3562.37

Add Overhead charge &C.P @15% 534.36

Rate for 100 nos.E.C. bag (A+B+C) 4096.73

Rate per N.C 40.97

16 5.7.41 Labour charge for taking out disturbed boulder from boulder pitching or riprap or rock toe etc. and cleaning the surface and stacking the same within a lead of 100 metre as per approved design, specifications and direction of E/I

Taking Out put =2.832 Cum

Unskilled mazdoor for picking and carrying 2.5 nos 428.00 1070.00 {SI-1}

Unskilled mazdoor for making stacking 0.5 nos 428.00 214.00 {SI-1}

Add Overhead charge & C.P@15% 192.60

Rate per cum Say Rs 521.40 Per M3

17 5.7.19 Labour charge for stone boulder (uncrated) laying in launching apron and slope ( materials within 150 m lead all lifts), all complete as per approved design, specifications and direction of E/I

Taking Out put =2.832 Cum

Unskilled mazdoor for carrying and laying boulder 6 nos 428.00 2568.00 {SI-1}

Hire Charge of boat 40 Qt. Capacity 1 hrs 819.00 819.00 PM 66001

Add Overhead charge & C.P@15% 524.70

Rate per cum Say Rs 1420.40 Per M3

18 5.7.13(b) Labour for laying River bed Material (30 % sand and 70% Quarry spall) including light ramming etc.all complete job as per specification and direction of E / I.

Taking Out put =1 Cum

Unskilled mazdoor 0.75 nos 428.00 321.00 {SI-1}

Add Overhead charge & C.P@15% 48.15

Rate per cum Say Rs 369.10 Per M3