ROAD & BRIDGE WORKS



PART-II
ROAD & BRIDGE WORKS

PREAMBLE

1.0 AREA ALLOWANCES:

A) CORPORATIONS & MUNICIPALITIES

(i) 25% extra over the rates on labour component of works is allowed in allMunicipal Corporation Limits of Andhra Pradesh except Greater Visakhapatnam Municipal Corporation and Vijayawada Municipal Corporation (Upto a belt of 12 kms from Municipal corporation limits) and other Municipal Corporations as notified by the Government from time to time.

(ii) 40% extra over the rates on labour component of works for Greater Visakhapatnam and Vijayawada Municipal Corporation limits (Upto a belt of 12 kms from Municipal corporation limits)

(iii) 40% extra over the rates on labour component of works for Amaravati Capital City area (217 Sq. Km) as declared by the Govt. vide GO MS No. 141 MA&UD (M2) Dept., dt. 9.6.2015 (This is introduced as per the Govt. instructions issued in Govt. Memo No. 668755/ Reforms/ 2017 dt. 14.7.2017).

b)  Allow 20% extra over basic rates on labour component of works in all District Headquarters and the remaining Municipal limits (up to a belt of 12 Kms. from Municipal limits)

c)  For works at Tirumala Hills in Chittoor District, 40% extra over the basic rates of labour component is allowed.

d)  For works at Horsely hills in Chittoor District, 30% extra over the basic   rates of   labour component   is allowed.

e)  For works located inside Tirumala Temple, 20% extra over the basic rate of labour component specified for Tirumala Hills is allowed.

f)  For Works located inside T.T.D Temples of Sri Padmavathi Ammavari  Temple,Tiruchanoor, Sri Govindaraja Swamy Temple at Tirupathi, Sri Kapileswara Swamy Temple, Kapilatheertham, Tirupathi and Sri Kalyana Venkateswara Swamy Temple, Srinivasa Mangapuram , 20% extra over the basic rates of labour component for Tirupathi Municipal Corporation is allowed.

B)  JAIL COMPOUNDS:

20% extra is allowed over labour rates for the works in the Jail compounds. Only equivalentnumber of Man Mazdoor shall be provided in the Jail premises and  no  Women  Mazdoor  are allowed inside.

C)   INDUSTRIAL AREA:

a. 20% Extra over basic rates on labour component works allowed for works situated within 10 Kms belt of Industrial area of Ibrahimpatnam, Vuyyuru, Jaggaiahpeta in Krishna District, Macherla, Gurajala, Challapalli in Guntur District, Garividi in Vijayanagaram District, Renigunta in Chittoor District, Yerraguntla & Mangampet in Kadapa District, Hindupur, Tadipatri, Anantapur, Guntakal, Rayalcheruvu, Yadiki of Anantapur District, Adoni, Dhone, Cement Nagar, Nandyal, Kurnool, Yemmiganur & Bethamcherla of Kurnool District and Anakapally of Vishakhapatnam District.

D)   AGENCY / TRIBAL AREAS:

a)  25% extra allowed for the works located with in the interior Agency / Tribal limits, i.e. for the works located with in & upto16 KMs from any all weather route inside Agency / Tribal.

b) 40% extra allowed for the works located with in the interior Agency / Tribal limits, i.e. for the works located beyond 16 KMs from any all weather route inside Agency / Tribal.

NOTE:  

1. No extra percentage is permissible in respect of Forest produce such as Bamboo, Rellu grass and for all materials obtained from outside the Agency / Tribal.

2. The extra percentage under Agency / Tribal areas allowance may be  allowed on thelabour component and on the labour charges in the rates for  conveyance of materials.

3.The extra percentage on cost of materials in Agency / Tribal areas can be allowed on thelabour  component only, if they are manufactured in the Agency / Tribal areas itself except Forest  produce.

E) GHAT ROADS:

For Ghat Roads steeper than 1 in 20, the length of the road may be taken as 1.5 times theb existing length of the road for the purpose of leads only for conveyance of materials based on the certificate for the Ghat Road given by the Superintending Engineer concerned.

Note:

Under compelling    circumstances,the concerned   Chief  Engineer can adopt the equivalent length of road as 2 ½ times of actual length.

Note for area allowances:

If more than one area allowance ( such as those ) for (1) Municipalities (2) Agency / Tribal areas (3) Industrial areas are applicable for a particular situation, only the maximum out of the allowable percentages is to be allowed.

2.0  WATER LEADS:

The following labour is allowed for conveyance of water for every ½ Kilometer lead or part there of over the initial lead of ½ kilometer.

a)   Cement concrete     :           1.5 Women Mazdoor / Cum.

b)   Masonry                   :          1.0 Woman Mazdoor/ Cum.

c) Plastering                    :          0.5 Woman Mazdoor/ 10 Sq.m

Note:- For Water leads of over 2 KMs, specific approval of Chief Engineer concerned is necessary.

3.0    EXCAVATION  OF  TRIAL      TRENCHES,  TRIALPITS  ANDEXCAVATION  IN      RESTRICTED PLACES: -

I) EXCAVATION    OF TRIAL TRENCHES,    TRIAL PITS AND EXCAVATION   IN RESTRICTED PLACES: 

1) Trial trenches of not more than 2 metres in width …25% extra

 B. TRIAL PITS: 

1) Up to 2 Metres depth

2) 2 Metres to 4 Metres depth25% extra 50% extra

3) 4 Metres to 6 Metres depth75% extra

4) 6 Metres to 8 Metres depth100% extra

5) 8 Metres to 9 Metres depth150% extra

6) More than 9 Metres depth200% extra

II)     EXCAVATION IN RESTRICTED PLACES:-

I)

II) III)

IV)Foundation of Buildings

For pipe lines where the depth is less than 1.5 times the width

For pipe lines where the depth is

1.5 times or more than the width

Silt removal in restricted areas such….
..…
. …

75% extra

75% extra

120% extra

120% extraU. T’s., Culverts and Syphons.

V)  Excavation of field channels

VI)   For narrow trenches not more than  2 meters in width and depth not less than twice the width and for excavation of road boundary drains, model sections of canals.

VII) High berm cutting of not more than 150 mm average thickness and

75% extra

75% extra

50% extra

Sectioning for roads

Note: 1) The extra percentage is allowed over rate for corresponding soil. It includes the charges for all lifts and initial lead but does not include dewatering charges if any in respect of all the items   under ( A) and (B) above.

2) The above extra percentages in respect of excavation in hard rock for restricted places are to be allowed for (2/3) rd of the cost and shall not to be allowed in respect of items involving blasting component which may be taken as 1/3 of the cost.

4.0    Proportion of First class and   2nd class workmen under    Skilled Labour:

30% of the skilled labour provided in the data may be taken as 1st Class and the remaining

70% as 2nd Class.

5.0  Revetment and apron works:

I)  The size of stone for the volume range ( 0.015 to 0.030 Cum) shall not be less than(0.30 X 0.30 X 0.15 to 0.30 X 0. 225 X 0.225m)

II) The size of stone for the volume range (0.011 to 0.015 Cum) shall not be less than (0.30 X 0.225 X 0.15 to 0.225 X 0.225 X 0. 225 m)

III) The rate of labour component as per the standard data book is to be adopted for revetment work only. However for apron work Rs. 3.00 per cum. should be deducted.

6.0 Deep cuts:

Deep cuts are defined as reaches of canal where excavation in all soils is for a depth of excavation 6m and more.The following increase over normal rates is permitted in deep cuts on a graded basis.

I)   Up to 6 m excavation: The S. S. R. of corresponding classification ofearth work excavation is applicable.

II)  Beyond 6 m and up to 9 m excavation   - 9% extra

III)  Beyond 9 m and up to 12 m excavation  - 12% extra

IV)Beyond 12 m and up to 16 m excavation-  15% extra

V)Beyond 16 m and up to 30 m excavation-   20% extra

VI)Beyond 30 m excavation-40% extra

NOTE : 1) The extra percentage is only on basic rate. 2) The above percentage are not applicablefor  “LEADS & LIFTS”

3) The above extra percentages are to be  allowed   only   on items excluding  the blasting component which may be taken as 1/3 of the rate.

7.0 The conveyance of     bitumen for bulk and packed may be     admitted as follows:

Packed  -- Rs. 1.75 per Km/ MT

Bulk   -- Rs. 1.65 per Km/ MT (round the trip)

8.0 SEIGNIORAGE CHARGES:

Seigniorage charges for materials as fixed by the Government in G.O.Ms.No.100 (Industries and commerce department)        Dt. 31.10.2015 may be added in the data of rates in the estimate.The Provision towards Contractor's Profit and Overhead charges should not be operated on the Seigniorage Charges while adding Seigniorage Charges to the data in the estimate. In case of revision, the revised rates as fixed by Mines and Geology Department have to be adopted.

9.0 Earthwork excavation rate for Trench cutting, formation of embankment & shoulders,foundations, removal of unserviceable soil etc., is to be arrived based on the Machinery adopted in the MoRTH Standard data book for excavation of soil.

10.0 All the Materials and Machinery Hire charges are excluding Taxes.

11. 0 The cost of Borrow earth in Krishna and Guntur districts for Earth work embankment at twice the rates of the same in other districts as per Si. No. M092 of SoR Part-I considering extreme scarcity of Borrow earth due to the developmental works for the New Capital Amaravathi

LABOUR RATES

Si. No S.S. Item No. Description Unit (Per) S o Rate for 2018 19 in Rs. Proposed Rate for 2019-20 in
Rs. by R&B
Remarks
1 2 3 4 5 6 7
    (A)     SKILLED WORKMEN        
    First Class        
1 a Mason and stone cutter Day 490 588 20.00%
2 b Brick Layer Day 475 570 20.00%
3 c Carpenter Day 550 660 20.00%
4 d Painter Day 550 660 20.00%
5 e Plumber Day 550 660 20.00%
6 f Welder Day 490 588 20.00%
7 g Fitter Day 520 624 20.00%
8 h Electrician Day 555 666 20.00%
9 1 Cook Day 450 540 20.00%
10 2 Mechanic Day 510 612 20.00%
11 3 Rigger Day 515 618 20.00%
12 4 Rigger Syrang Day 515 618 20.00%
13 5 Well Sinker Day 515 618 20.00%
14 6 Blaster Day 550 660 20.00%
15 3 Bar bender Day 600 720 20.00%
16 7 Tipper and Heavy Vehicle Driver above 12 T Day 550 660 20.00%
17   Tanker and medium Vehicle driver (7.5 T to 12 T) Day 513 615 19.88%
18   Tanker and Light Vehicle driver up to 7.5 T Day 396 475 19.95%
19   Wagon Drill Operator upto 7.5 T Day 512 614 19.92%
20 8 Lorry and Heavy Vehicle Driver above 12 T Day 543 651 19.89%
21   Road Roller Driver (7.5 T to 12 T) Day 490 588 20.00%
22   Road Roller Driver 7.5 T Day Deleted    
23 9 Tractor Driver above 12 T Day Deleted    
24   Tractor Driver (7.5 T to 12 T) Day Deleted    
25   Tractor Driver 7.5 T Day 494 593 20.04%
    Operator        
26 10 Pan Mixer Day 530 636 20.00%
27   Concrete Mixer Day 490 588 20.00%
28   Vibrator Day 490 588 20.00%
29   Compresser Day 493 591 19.88%
30   Jack Hammer Day 490 588 20.00%
31   Driller Day 550 660 20.00%
32   Boring Maistry Day 474 569 20.04%
33 11 Pump operator Day 490 588 20.00%
34 12 Turner Grade-I Day 515 618 20.00%
35 13 Wireless Operator Day 550 660 20.00%
36 14 Assistant Wireless Operator Day 470 564 20.00%
37 15 Jeep Driver Day 545 654 20.00%
38 16 Work Inspector with I.T.I qualification Day 560 672 20.00%
39 17 Work Inspector with LCE, LME,L.E.E qualification Day 725 870 20.00%
40 18 Work Inspector with B.E (Civil, Mechanical and Electrical) qualification Day 935 1122 20.00%
41 19 Work Inspector with Non-technical qualification SSLC/SSC/HSC Day 550 660 20.00%
42 20 Mason Spl. Grade for Mossaic and Polished shahabad stone floor Day 508 609 19.88%
43 21 a(i) Typist / Job Typist Day 550 660 20.00%
  a (ii) Computer operator Day 610 732 20.00%
  b CAD Operator with Diploma in Engineering
/General degree with CAD certificate
Day 750 900 20.00%
    (B) SEMI –SKILLED WORKMEN        
    SECOND CLASS        
44 a Mason Day 440 528 20.00%
45 b Brick Layer and Stone Cutter Day 440 528 20.00%
46 c Carpenter Day 440 528 20.00%
47 d Painter Day 440 528 20.00%
48 e deleted   deleted    
49 f Blacksmith Day 475 570 20.00%
50 g Welder Day 451 541 19.96%
51 h Fitter Day 451 541 19.96%
52 i Electrician Day 451 541 19.96%
53 2 Caulker Day 451 541 19.96%
54 4 Tinker Day 451 541 19.96%
55 5 Sawyer Day 451 541 19.96%
56 6 Brick-Moulder Day 451 541 19.96%
57 7 Pot-tile turner Day 451 541 19.96%
58 8 Pan-tile turner Day 451 541 19.96%
59 9 Brick and Lime Kiln man/Glazzer Day 451 541 19.96%
60 10 Telephone Operator Day 550 660 20.00%
61 11 Hand Driller Day 452 542 19.91%
62 12 Quarry Man Day 452 542 19.91%
63 13 Hammer Man Day 440 528 20.00%
64 14 Thatcher Day 451 541 19.96%
65 15 Fireman Day 451 541 19.96%
66 16 Cleaner/Helper Day 451 541 19.96%
67 17 Stone Packer Day 451 541 19.96%
68 18 Jawali Day 451 541 19.96%
69 19 Ex-Service man/Goorkha watchman Day 451 541 19.96%
70 20 Ratton Worker Day 451 541 19.96%
71 21 Mate Day 451 541 19.96%
72 1 Head Mazdoor (Mukaddar) Day 440 528 20.00%
(C) UNSKILLED WORKMEN
73 2 Man Mazdoor Day 400 480 20.00%
74 3 Watch Man Day 400 480 20.00%
75 5 Woman Mazdoor Day 400 480 20.00%
76 6 (b) Helper/Cleaners/Sweepers/Scavangers/Chouki dars/Security Guards/Office Boys Day 400 480 20.00%
77 Note : Whenever unskilled workmen are engaged for cleaning of Sewers & Septic Tanks, they may be paid double the above wages.    
78 1 Single bullock with driver and cart Day 465 558 20.00%
79 2 Bullock pair with driver Day 516 619 19.96%
80 3 Bullock pair with driver and cart Day 500 600 20.00%
81 4 Bullock pair with driver and cart with pneumatic tyres Day 575 690 20.00%
82 5 Bullock pair driver and kapila Day Deleted    
83 6 Nava with crew Day 440 528 20.00%
84 7 Punt thundal Day 385 462 20.00%
85 8 Punt lascar Day 385 462 20.00%
  Note: 1) The wage should not be less than the minimum wages of schedule of employment, subject to out turn.      
    2) 25% extra over the corresponding labour rates in respect of the work to be done during night time subject to issue of certificate accordingly by the concerned estimate sanctioning authority for providing in the data and by the concerned Executive Engineer in charge of the work for payment. The night time allowance is applicable only to the works done under Greater Visakhapatnam Municipal Corporation and Vijayawada Municipal Corporation only.      

MATERIAL & WORK ITEM RATE RATES OF MATERIALS &  WORK ITEMS

RATES OF MATERIAL S & WORK ITEMS SSI
No.
S.S.
Item No.
Description Unit (per) S o Rate for
2018-19
in Rs.
Proposed Rate for 2019-20
in Rs. by R&B
Remarks / increase in
%
1 2 3 4 5 6 7
    (A) STONE AND ROAD MATERIALS        
    ROUGH STONE QUARRIED INCLUDING WEDGING, BREAKING, BURNING, SPLITTING.        
1 22.a For   R.R   Masonry   Work   (other   than Granite, Dolomite and Trap) 1 cum 171.45 171.45 0%
2 b.i For SS Revetment work 225 mm 1 cum 138.00 138.00 0%
3 b.ii For SS Revetment work 300 mm 1 cum 156.00 156.00 0%
4 b.iii For SS Revetment work 450 mm 1 cum 148.55 148.55 0%
5 c Jeddy Stone above 450 mm to 600 mm 1 cum 196.20 196.20 0%
6 d i Laterite for revetment  225 mm 1 cum 129.50 129.50 0%
7 d  ii Laterite for revetment  300 mm 1 cum 151.43 151.43 0%
8 d iii Granite for SS revetment 225 mm 1 cum 168.55 168.55 0%
9 d iv Granite for SS revetment 300 mm 1 cum 163.80 163.80 0%
    Note:-  Only  when  other  granite  is  not available        
10 e Laterite for masonry 1 cum 148.55 148.55 0%
11 f Cyclopean stones above 0.2 cum 1 cum 278.10 278.10 0%
12 g For    R.R.Masonry    works    (    granite, dolamite and trap variety) 1 cum 240.00 240.00 0%
13   NOTE:- For items 22(a) to 22© and 22(g) add extra Rs     /cum, wherever quarrying is done by blasting 1 cum 70 70 0%
    COURSED RUBBLE STONE QUARRYING WEDGING, BREAKING, BURNING AND SPLITTING FOR SS FIRST SORT WORKS        
14 23.a Granite, Dolamite and trap 1 cum 274.30 274.30 0%
15 23.b For other varieties 1 cum 197.15 197.15 0%
16 27 Granite stone slabs for culverts, lintels and copings (3 faces dressed coarsed rubble masonry) 1 cum 1810.50 1810.50 0%
17   NOTE: - For items 23(a), 23(b) and 27 add extra Rs. Per Cum, wherever quarrying is done by blasting 1 cum 82.00 82.00 0%
18 28 Bond stones ( 600 x 200 x 200 mm ) each 47.60 47.60 0%
19 B Chainage  stones  and  Centre  line  stones (750x150x150 mm) each 47.60 47.60 0%
20 31 Demarcation Stones ( 900 x 150 x 150 mm) each 85.70 85.70 0%
21 32.a Guard Stones ( 1200 x 200 x 200 mm ) each 144.75 144.75 0%
22 B Guide Stones ( 800 x 150 x150 mm ) each 97.15 97.15 0%
23 C Carving letters and figures in stone up to 100 mm size each 9.50 9.50 0%
24 D Carving letters and figures in stone above 100 mm size each 10.50 10.50 0%
    HARD BROKEN STONE OF GRANITE, TRAP AND DOLERITE FREE FROM DUST OBTAINED BY QUARRYING, WEDGING, BREAKING, BURNING AND SPLITTING        
25 33.a - do -   6mm     size (SS 5) 1 cum 506.40 750.00 48.10%
26 b - do -  10mm     size (SS 5) 1 cum 659.20 976.00 48.06%
27 c - do -   12mm     size (SS 5) 1 cum 782.40 1162.00 48.52%
28 d - do - 20mm     size (SS 5) 1 cum 986.40 1465.00 48.52%
29 e - do -   25mm     size (SS 5) 1 cum 947.20 1405.00 48.33%
30 f - do -   40mm     size (SS 5) 1 cum 590.40 875.00 48.20%
31 g - do -  50mm     size (SS 5) 1 cum 434.30 434.30 0%
32 h - do -   60mm     size (SS 5) 1 cum 399.05 399.05 0%
33 i - do -  65mm     size (SS 5) 1 cum 360.95 360.95 0%
34 j - do -   75mm     size (SS 5) 1 cum 289.50 289.50 0%
35 k - do - 75 to 100mm  size (SS 5) 1 cum 236.20 236.20 0%
36   NOTE:- (1) Add extra Rs. /- per cum for items 33 (a) to 33 (k) if the metal is obtained by blasting 1 cum 70 70 0%
37   (2) Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting. 1 cum 25% 25% 0%
38   (3) Deduct Rs. /- per cum if the metal or rubble is obtained from surface stone and boulders. 1 cum 9.9 9.9 0%
39   (4) Add Rs. /- per cum for selection of stones and boulders from excavated spoil dumps for items 33 a to 33 k, when this addition of Rs. /- per Cum is allowed, deduction of Rs. /- per Cum mentioned under Note (3) above should invariably be made. 1 cum 17 17 0%
1 cum 9.9 9.9 0%
    SOFT BROKEN STONE SCREENED AND FREE FROM DUST       0%
40 33.l - do -    40 mm size ( SS 5 ) 1 Cum 117.15 117.15 0%
41 33.m - do -    50 mm size ( SS 5 ) 1 Cum 105.70 105.70 0%
42 33.n - do -    60 mm size ( SS 5 ) 1 Cum 82.85 82.85 0%
43 33.o - do -    65 mm size ( SS 5 ) 1 Cum 74.30 74.30 0%
44 33.p - do -    75 mm size ( SS 5 ) 1 Cum 69.50 69.50 0%
    HARD BROKEN STONE OF GRANITE TRAP DOLERITE AND DOLAMITE FREE FROM DUST OBTAINED BY QUARRYING WEDGING, BREAKING, BURNING AND  SPLITTING   (QUARTZITE AND BASALT WITH AGGREGATE IMPACT OF LESS THAN 20)        
45 33a -do- 2.36 to 5 mm size (IRC&MORTH) 1 cum 293.35 500.00 70.44%
46 b -do- 5 to 7mm size (IRC&MORTH) 1 cum 480.00 600.00 25.00%
47 c -do- 9.5 to 11.2mm size (IRC&MORTH) 1 cum 624.75 781.00 25.01%
48 d -do-  12mm  to  14  mm  size  (  IRC  and MORTH ) 1 cum 742.85 929.00 25.06%
49 e -do- 19  mm to  22 mm size  ( IRC and MORTH ) 1 cum 937.15 1172.00 25.06%
50 f -do- 25  mm to  27 mm size  ( IRC and MORTH ) 1 cum 899.05 1124.00 25.02%
51 g -do- 40  mm to  45 mm size  ( IRC and MORTH ) 1 cum 560.00 700.00 25.00%
52 h -do- 50  mm to  55 mm size  ( IRC and MORTH ) 1 cum 434.30 478.00 10.06%
53 i -do- 60  mm to  63 mm size  ( IRC and MORTH ) 1 cum 399.05 500.00 25.30%
54 j -do- 65 mm size ( IRC and MORTH ) 1 cum 360.95 360.95 0%
55 k -do- 75 mm size ( IRC and MORTH ) 1 cum 289.50 289.50 0%
56 1 NOTE:- Add extra Rs. /- per cum for items 33 (a) to 33 (j) if the metal is obtained by blasting 1 cum 70 70 0%
57 2 Add 25% extra per cum if the metal is obtained by machine crushing excluding cost of blasting. 1 cum 25% 25% 0%
58 3 Deduct Rs. /- per cum if the metal or rubble is obtained from surface stones and boulders 1 cum 9.9 9.9 0%
59 4 Add Rs. /- per cum for selection of stones and boulders from excavated soil dumps for items 33 (a) to 33 (k), when this addition of Rs. /- per cum allowed deduction of Rs.  /- per cum mentioned under note (3) above should invariably be made 1 cum 17
9.9
17
9.9
0%
0%
    HARD BROKEN STONE OTHER THAN GRANITE SUCH AS QUARTZ, QUARTZ-NAPA AND BASALT SCREENED AND FREE FROM DUST        
60 33.q - do -   10 mm size (SS 5) 1 Cum 367.60 367.60 0%
61   -do- 9.5 mm to 11.2 mm size ( IRC and MORTH ) 1 Cum 367.60 367.60 0%
62 r - do -   12 mm size (SS 5) 1 Cum 344.75 344.75 0%
63   -do-  12mm  to  14  mm  size  (  IRC  and MORTH ) 1 Cum 344.75 344.75 0%
64 S - do -   20 mm size (SS 5) 1 Cum 279.05 279.05 0%
65   -do- 19  mm to  22 mm size  ( IRC and MORTH ) 1 Cum 279.05 279.05 0%
66 T - do -   25 mm size (SS 5) 1 Cum 273.35 273.35 0%
67 U - do -   40 mm size (SS 5) 1 Cum 161.90 161.90 0%
68   -do- 40  mm to  45 mm size  ( IRC and MORTH ) 1 Cum 161.90 161.90 0%
69 V - do -   50 mm size (SS 5) 1 Cum 142.85 142.85 0%
70   -do- 50  mm to  55 mm size  ( IRC and MORTH ) 1 Cum 142.85 142.85 0%
71 33.w - do -   65 mm size (SS 5) 1 Cum 135.25 135.25 0%
72   -do- 60 mm to 65 mm size ( IRC and MORTH ) 1 Cum 135.25 135.25 0%
73 X - do -   75 mm size (SS 5) 1 Cum 111.45 111.45 0%
74   - do -   75 mm size ( IRC &MORTH) 1 Cum 111.45 111.45 0%
75 Y - do -   75 to 100 mm size (SS 5) 1 Cum 87.60 87.60 0%
76   - do -   75 to 100 mm ( IRC& MORTH) 1 Cum 87.60 87.60 0%
    OTHER ITEMS       0%
77 33.z1 Laterite 40 to 75 mm ( ring) 1 Cum 96.20 96.20 0%
78 z2 kankar, hard broken kankar  40 to 75 mm ( ring ) 1 Cum 71.45 71.45 0%
79 z3 Soling stone of 150 mm size of granite, trap and Dolamite varieties. 1 Cum 90.50 90.50 0%
80   NOTE:- (1) Add extra for items to 33(z3) Rs /- Per cum, wherever quarrying is done by blasting. (2) Wherever controlled blasting is resorted to the Chief Engineer concerned shall approve the observed data in support of SS item No. 22 a to 22 c , 22g, 23 1 Cum 70 70 0%
81 z4 Soling stone of 150 mm size other than granite variety 1 Cum 72.40 72.40 0%
82 z5 Soling  Stone  laterite,  Kankar  150mm, surface stone 1 Cum 44.75 44.75 0%
83 z6 Field picked metal unbroken       20 mm size 1 Cum 58.10 58.10 0%
84 z7 - do -  25 mm size 1 Cum 43.80 43.80 0%
85 z8 - do -  40 mm size 1 Cum 50.50 50.50 0%
86 z9 - do -  50 mm size 1 Cum 43.80 43.80 0%
87 z10 - do -  60 mm size 1 Cum 38.10 38.10 0%
88 z11 - do - 80 mm size 1 Cum 33.35 33.35 0%
89 NOTE:- Add Rs. /- Per Cum for selection of stone and boulders from excavated spoil dumps for items 33 (Q) TO 33 Z , when this addition of Rs.   /- per Cum is allowed, deduction of Rs.   /- per Cum should invariably be made towards the metal  or rubble if it  is obtained from surface stone and boulders.   17 17 0%
90 34 Gravel 1 Cum 110.00 250.00 127.27%
91 35 a Quarry rubbish 1 Cum 84.75 84.75 0%
92 B HBG Stone Chips 2.36mm and below 1 Cum 333.00 367.00 10.21%
93 36.a Fine aggregate / Sand (un-screened) for Concrete & Filtering items) (excluding Seigniorage charges) 1 Cum 100 As per the present Sand policy of the Government
94 b. Fine  aggregate  /  Sand  (unscreened)  for filling (excluding Seigniorage charges) 1 cum 100
95 c Fine aggregate / Sand (screened) for Mortar, Plastering items and  Sand blasting items (excluding Seigniorage charges) (Rs. 70/- is added towards screening charges) 1 Cum 182
96 37 Clay for puddle and masonry Items 38 (a) to 39 (h) As per local prevailing rates based on competitive quotations. 1 Cum 38.00 38.00 0%
    (C) LIME AND CEMENT        
97 40 to 41(c )     As per local prevailing rates based on competitive rates  
98 42 Cement excluding cost of empty cement bags 1 MT Monthly rates will be communicated by Govt  
NOTE: (1) The rates are exclusive of  GST  2) The price of cement will be reviewed and fixed on monthly basis and rates will be communicated separately.   
99 C Grinding lime mortar or Surkhi mortar 1 Cum 95.25 95.25 0%
100 D Shell lime slaked and screened 1 Cum 940.00 940.00 0%
101 E White cement 1 Kg. 27.95 27.95 0%
102   (D) MORTARS        
103 43 to 45 Items 43 to 45        
    (E) METAL AND IRON WORKS        
104   Mild steel rods 6mm dia. 1 MT Monthly rates communic ated
by Govt
   
105   Mild steel flats 1 MT
106   Mild Steel, Structural Steel, I.e., Angles, Channels and I sections. 1 MT
107   High Yield Strength Deformed Bars/TMT bars 1 MT
108   Mild steel plates 1 MT
 NOTE: (1) The rates are  exclusive  of  GST 2) The prices of steel will be reviewed and fixed on monthly basis and rates will be communicated separately .   
    III RATES OF WORKS        
    (A) CLEARING SITE        
109 1.a Clearing heavy Jungle 1 Sqm 3.20 3.20 0%
110 B Clearing light Jungle 1 Sqm 2.80 2.80 0%
111 C Clearing Scrub Jungle 1 Sqm 2.80 2.80 0%
112 D Clearing Juliflora (Prosafis) jungle including up-rooting and removing of Juliflora stumps. 1 Sqm 4.40 4.40 0%
113 2.a.I Cutting  and   removing  Palmyrah   trees including stacking of girth 30 to 100 cm. Each 21.00 21.00 0%
114 Ii - do - 100 to 200 cm. Each 48.00 48.00 0%
115 2.b.I Uprooting and  removing  Palmyrah stumps including stacking of girth 30 to 100 cm. Each 51.00 51.00 0%
116 Ii - do - 100 to 200 cm. Each 53.00 53.00 0%
117 2.c.I Cutting and removing date trees including stacking of girth 30 to 100 cm Each 26.00 26.00 0%
118 Ii - do - 100 to 200 cm Each 39.00 39.00 0%
119 d.I Uprooting and removing stumps of  date trees including stacking of girth 30 to 100 cm. Each 26.00 26.00 0%
120 Ii - do - 100 to 200 cm Each 33.00 33.00 0%
121 e I Cutting and removing other kind of trees including stacking of girth 30 to 100 cm Each 33.00 33.00 0%
122 Ii - do - 100 to 200 cm Each 51.00 51.00 0%
123 iii - do - above 200 cm Each 83.00 83.00 0%
124 f.I Uprooting and removing stumps of other kind of trees including stacking of girth Each 26.00 26.00 0%
    30 to 100 cm.        
125 Ii - do - 100 to 200 cm Each 36.00 36.00 0%
126 iii - do - above 200 cm Each 45.00 45.00 0%
127 3.a Uprooting   and   clearing   prickly   pear jungle 1 Sqm 2.50 2.50 0%
128 B - do - under 2.5 meters height including burning and burrying as directed. 1 Sqm 3.30 3.30 0%
129 C - do - over 2.5 meters height including burning and burrying with an initital lead of conveyance 1 Sqm 3.90 3.90 0%
130 4.a Removing of natchu, goobi, thooti etc., from drains, channels including clearance if not more than 1 metre depth of water with an initial lead of 10 metresand lift of 2 metres. 1 Sqm 2.10 2.10 0%
131 b.I Clearing alchi, tilla 1 Sq.m 4.20 4.20 0%
132 b.ii Removal of Jammu 1 Sq.m 3.60 3.60 0%
133 c.I Removal of imponea, cornea 1 Sq.m 4.00 4.00 0%
134 c.ii Removal of water hyacinth upto 30 cm thick. 1 Sqm 4.10 4.10 0%
135 c.iii - do - more than 30 cm thick 1 Sq.m 5.50 5.50 0%
136 D Removal of natchu, goobi, thooti etc., for every extra lead or lift over the initial lead or lift. 1 Sqm 1.50 1.50 0%
    (B) DISMANTLING        
  5 DISMANTLING, CLEARING AWAY MATERIALS USEFUL FOR REUSE.        
137 n.(i) Dry  rough  stone  revetment  for    aprons and stacking within 40 metres 1 cum 65.60 65.60 0%
  7 Drilling holes in hard granite or sheet rock        
  a) Manually ( Hand)        
138 I) 20 mm dia meter 1 RM 136.00 136.00 0%
139 ii) 25 mm dia meter 1 RM 144.00 144.00 0%
140 iii) 36 mm dia meter 1 RM 166.00 166.00 0%
141 b) Pneumatic Compressor        
142 I) 20 mm dia meter 1 RM 154.00 154.00 0%
143 ii) 25 mm dia meter 1 RM 167.00 167.00 0%
144 iii) 36 mm dia meter 1 RM 182.00 182.00 0%
  8 Grouting  the  holes  with  neat  cement slurry excluding cost of steel        
145 I) 20 mm dia meter 1 RM 97.00 97.00 0%
146 ii) 25 mm dia meter 1 RM 122.00 122.00 0%
147 iii) 36 mm dia meter 1 RM 152.00 152.00 0%
    White Washing and Painting works        
148 A I White washing and colour banding for guard and guide stones including cost of materials each 10.00 10.00 0%
149 B 1 Screening sand and gravel 1 cum 10.50 10.50 0%
150 B 2 Screening chips and metal 1 cum 17.60 17.60 0%
151 C 1 Removing  and  refixing  Hectometre  or Demarcation stones each 12.65 12.65 0%
    (S ) ROAD WORK ITEMS        
    PICKING OLD METALLED SURFACE TO DEPTH OF 40 TO 100 mm SPREADING OLD METAL AND NEW METAL SECTIONING INCLUDING EDGEBUNDS AND SUBGRADE ROLLING, SPREADING METAL INCLUDING BLINDAGE OFGRAVEL WATERING WITH AN INITIAL LEAD OF 2 HECTOMETERS AND HAND ROLLER ( 1.5 TO 2 TONNES) ROLLING ETC., INCLUDING BARRICADING, DIVERSION OF TRAFFIC AND WETTING THE NEW CONSOLIDATION FOR A FORTNIGHT COMPLETE        
    ( For a compact thickness )        
  1 (I ) HARD METAL        
152 A 40 mm thickness 10 sqm 70.00 70.00 0%
153 B 50 mm thickness 10 sqm 74.00 74.00 0%
154 C 75 mm thickness 10 sqm 80.30 80.30 0%
155 D 100 mm thickness 10 sqm 87.00 87.00 0%
156 1 (ii ) (For compact thickness of soft metal)        
157 A 50 mm thickness 10 sqm 53.80 53.80 0%
158 B 75 mm thickness 10 sqm 63.90 63.90 0%
159 C 100 mm thickness 10 sqm 70.10 70.10 0%
  5 Picking old metalled surface to a depth of
40 to 100 mm and spreading metal including watering with an initial lead of
2 Hectometers and rolling with power rollers watering and spreading gravel for blindage and power roller rolling including hire charges of power roller( 8 to 10 T ) barricading and diversion of traffic and wetting the new consolidation for a fortnight (for compacted thickness of )
       
    HARD METAL        
160 5 (a) 40 mm thick ness 10 sqm 185.00 185.00 0%
161 (b) 50 mm thick ness 10 sqm 210.00 210.00 0%
162 (c ) 75 mm thick ness 10 sqm 231.00 231.00 0%
163 (d ) 100 mm thick ness 10 sqm 248.80 248.80 0%
164 (e) 150 mm thick excluding hire charges 10 sqm 445.40 445.40 0%
165   Gelatin(For MORTH data, for works of state & national high ways only) Per Kg 57.00 57.00 0%
166   Electric Detonators(For MORTH data, for works of state & national high ways only) each 9.00 9.00 0%
167   Hot applied thermoplastic compound(For MORTH data, for works of state & national high ways only) Per Litre Rate as per local competitive quotations
168   Reflectionising glass beads of 2 mm thick(For MORTH data, for works of state & national high ways only) Per Kg     deleted
169   Road  marking  paint  confirming  to  IS 164(For MORTH data, for works of state
& national high ways only)
Per Kg 152.15 152.15 0%
170 n Labour  charges  for  laying  filters  with coarse aggregate. 1 cum 55.30 55.30 0%
171 o Labour charges for laying filter with sand. 1 cum 30.70 30.70 0%
172   Fly Ash 1 cum     deleted
173   Binding Wire 1 Kg 51.00 51.00 0%
174   Jute rope Mtr 8.35 8.35 0%
175   De bonding strips Mtr 8.55 8.55 0%
176   Selent Ltr 53.95 53.95 0%
177   Poly sheet 125 microns 1 sqm 15.25 15.25 0%
178   Rural water rate 1 kl 77.00 77.00 0%
179   Selected  soil  for  forming  subgrade  / shoulders 1 cum   250.00  

HIRE CHARGES OF PLANT ANDMACHINERY 

HIRE CHARGES OF PLANT& MACHNIERY FOR ROAD & BRIDGE WORKS FOR THE YEAR 2019-20

Sl.
No.
Description Unit S o Rate for 2018-19 Proposed Rate for 2019-20  in
Rs. by R&B
Remarks / % increase
Machine Activity
1 2 3 4 5 6 7
1 Dozer( D 80 ) Spreading Per Hour 2454.60   As per WR Dept. (S.No.8)
Cutting
Cleaning
2 Dozer (D50) Spreading Cutting Cleaning Per hour 1546.80 1546.80 0%
3 Mortor Grader Clearing Per Hour 3020.40 3020.40 0%
Spreading
GSB
WMM
4 Hydraulic Excavator Soil Ordinary Per Hour 2791.60   As per WR Dept. (S.No.52)
Soil Marshy
Soil unsuitable
5 Front end loader Soil loading Per Hour 1594.70 1594.70 0%
Aggregate loading Per Hour
6 Tipper- 5.5 Cum Transportation of soil, GSB,WMM, Hot mix etc Per Hour 950.30   As per WR Dept. (S.No.54)
7 Vibratory roller 8 tonne Earth/Soil, GSB, Per Hour 2736.20   As per WR Dept. (S.No.62)
WMM
8 Smooth wheeled roller 8 tonne Soil compaction
,BM compaction
Per Hour 1329.90   As per WR dept. (S.No.50)
9 Water tanker 8 Kilolitre Water transport Per Hour 945.80   As per WR Dept. (S.No.64)
10 Water tanker 6 Kilolitre Water transport Per Hour 655.20 655.20 0%
11 Tractor Pulling Per Hour 413.60 413.60 0%
12 Tractor with rotavator GSB mixing @ site Per Hour 423.60 423.60 0%
13 Tractor with ripper attachment Scarifying Per Hour 423.60 423.60 0%
14 Air Compressor 5 cmm(electric) General purpose Per Hour 556.50   As per WR Dept. (S.No.2)
15 Wet mix plant 60 TPH Wet mix Per Hour 1679.70 1679.70 0%
16 Mechanical broom Hydraulic Surface cleaning Per Hour 381.80 381.80 0%
17 Bitumen Pressure Distributor Applying bitumen tack coat Per Hour 1527.10 1527.10 0%
18 Emulsion Pressure Distributor Applying emulsion tack coat Per Hour 875.60 875.60 0%
19 Hot mix Plant –
120 TPH capacity
DBM/BM/SDC Per Hour 28708.00 28708.00 0%
/Premix
20 Hot mix Plant –
100 TPH capacity
DBM/BM/SDC Per Hour 24636.00 24636.00 0%
/Premix
21 Hot mix Plant – 60 TPH capacity DBM/BM/SDC Per Hour 22092.00 22092.00 0%
/Premix
22 Hot mix Plant – 40 to 60 TPH capacity DBM/BM/SDC Per Hour 19546.00 19546.00 0%
/Premix
23 Paver Finisher Hydrostatic with sensor control 100 TPH DBM/BM/SDC Per Hour 3115.20 3115.20 0%
/Premix
24 Paver finisher Mechanical 100 Paving of WMM, paving of DLC Per Hour 2290.60 2290.60 0%
25 Hydraulic Chip Spreader Surface dressing Per Hour 2743.70 2743.70 0%
26 Tandem Road roller Rolling of Asphaltic surface Per Hour 1856.50 1856.50 0%
27 Pneumatic Road roller Rolling of Asphaltic surface Per Hour 1515.60 1515.60 0%
28 Pot-Hole repair machine Repair of pot-holes Per Hour 903.00 903.00 0%
29 Bitumen boiler oil fired Bitumen Spraying Per Hour 223.00 223.00 0%
30 GSB Plant 50 Cum Producing GSB Per Hour 1279.70 1279.70 0%
31 Mastic Cooker Mastic wearing coat Per Hour 79.50 79.50 0%
32 Batching and Mixing Plant (a) 30 Cum capacity Concrete mixing Per Hour 1310.90 1310.90 0%
(b) 15 - 20 Cum capacity Concrete mixing Per Hour 1083.10   As per WR Dept. (S.No.10)
33 Transit mixer Transportation of concrete mix Per Hour 2071.70   As per WR Dept. (S.No.1)
34 Concrete pump of 45 and 30 cum Pumping of Concrete Per Hour 1508.80   As per WR Dept. (S.No.71)
35 Cranes          
(a) 80 tonnes Lifting purpose Per Hour 1311.20 1311.20 0%
(b) 35 tonnes 885.70 885.70 0%
(c) 3 tonnes 429.60 429.60 0%
  (d)Crane with grab bucket 0.75 cum Well foundation Per Hour 2308.90 2308.90 0%
  (e)Crane with grab bucket 1 cum Well foundation Per Hour 3775.80 3775.80 0%
36 Concrete bucket
1.50 cum
For pouring concrete Per Hour 12.90   As per WR Dept. (S.No.14)
37 Kerb casting machine Kerb making Per Hour 671.90 671.90 0%
38 Concrete mixer Concrete mixing Per Hour 525.50   As per WR Dept. (S.No.18)
(a)0.28 cum
(b) 1.0 cum Concrete mixing Per Hour 661.50 661.50 0%
39 Piling rig with bantonite pump 0.75 m dia to 1.20 m dia boring attachment Per Hour 6131.70 6131.70 0%
40 Concrete paver finisher with 40 HP motor Paving of concrete surface Per Hour 3247.20 3247.20 0%
41 Integrated stone crusher Crushing of spalls 100 TPH Per Hour 9755.20 9755.20 0%
Crushing of spalls 200 TPH Per Hour 20570.00 20570.00 0%
42 Pre stressing jack with pump and access Stressing of steel wires/ stands Per Hour 157.80 157.80 0%
43 Generator  
  250 KVA Generation of electric energy per hour 2162.60 2162.60 0%
  125 KVA per hour 1543.10 1543.10 0%
  100 KVA per hour 1316.30 1316.30 0%
  30 KVA per hour 1032.00   As per WR Dept. (S.No.23)
44 Pneumatic sinking of Plants Pneumatic sinking of wells Per K.m. 5701.00 5701.00 0%
45 Truck 5.5 cum per 10 tonnes Material transport Per her 923.70   As per WR Dept. (S.No.58)
46 Road marking Machine Road marking Per Hour 135.50 135.50 0%
47 Mobile slurry seal equipment Mixing and laying slurry seal Per Hour 1261.40 1261.40 0%
48 Plate compacter For compacting in medians Per Hour 59.10 59.10 0%
49 Drilling equipment For drilling Per Hour 880.90   As per WR Dept. (S.No.22)
  Note: The above hire charges of Machinery & Plant includes crew, oils, conveyance of Machinery to site and all other incidental charges

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