1.EARTHWORK



 

CHAPTER 1

EARTHWORK FOR RIVERS, CHANNELS, CANALS, EMBANKMENTS ETC.

Sl.

No.

Description of Item

Unit

Rate (`)

Zone I

Zone II

Zone III

Zone IV

 

 

 

Dist.:

Dist.:

Dist.:

Dist.: N 24

Jalpaiguri,

Murshidabad,

Purba

Parganas, S 24

Coochbehar,

Malda, Dakshin

Burdwan,

Parganas,

Alipurduar,

Dinajpur, Uttar

Paschim

Kolkata,

Plains of

Dinajpur, Nadia

Burdwan

Hooghly,

Siliguri Sub-

 

Birbhum,

Howrah,

Division

 

Bankura,

Jhargram,

 

 

Purulia

Purba &

 

 

 

Paschim

 

 

 

Medinipur

1.01

Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile.

 

 

 

 

Cum

 

 

 

 

81.00

 

 

 

 

74.00

 

 

 

 

81.00

 

 

 

 

81.00

1.02

Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.

 

 

 

 

 

(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.

 

 

Cum

 

 

109.00

 

 

99.00

 

 

109.00

 

 

109.00

(b) Gravel / moorum / kankar / compact moorum / very much weather rock / sticky soil mixed with moorum / soil mixed with Shingles.

 

 

Cum

 

 

124.00

 

 

113.00

 

 

124.00

 

 

124.00

(c) Soft weathered rock / soft laterite.

Cum

225.00

204.00

225.00

225.00

(d) Hard rock / conglomerated rock / hard weathered rock / hard laterite where blasting is prohibited.

 

 

Cum

 

503.00

 

493.00

 

503.00

 

503.00

1.03

Earthwork in making new embankment / ring bundh/ retired embankment by excavation of earth from borrow pits in all kinds of soil including making berms and depositing the same in layers not exceeding 25 cm. as per profile within an initial lead of 30 metre and lift of 1.5 metre including cost of nicking outlines, dug-belling, putting profiles, cutting and removing thick and thorny jungles, uprooting trees and stumps of all sizes upto 30 cm., girth from the site alignment as per direction of the Engineer in-Charge including dewatering, removal of weeds, carcasses, organic matter etc., if any, breaking clods, rough dressing, watering, ramming, compacting etc. complete.

(Work to be executed on section measurement by pre-work & post-work level                                                                                    section)

A. Where land for earth owned/arranged by the Department.

 

 

 

 

 

 

 

 

 

 

 

 

 

Cum

 

 

 

 

 

 

 

 

 

 

 

 

118.00

 

 

 

 

 

 

 

 

 

 

 

 

106.00

 

 

 

 

 

 

 

 

 

 

 

 

118.00

 

 

 

 

 

 

 

 

 

 

 

 

118.00

1.04

Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.

 

 

Cum

 

 

12.00

 

 

11.00

 

 

12.00

 

 

12.00

1.05

Extra rate over Item Nos.1.01, 1.02 & 1.03 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.

 

 

 

Cum

 

 

12.00

 

 

11.00

 

 

12.00

 

 

12.00

1.06

Earthwork supplied by boat within a lead of 8.0 KM & all lifts for making embankments or for repairs to embankments, closing breaches or for any other purposes including loading, transporting, unloading and spreading in layers of 25 cms as per profile, all lifts bothways and head load including breaking clods, rough dressing ramming etc. complete as per direction of Engineer-in-charge.(measurement will be made on the basis of pre-work & post-work section / stack measurement with due allowance of shrinkage). No extra payment will be made for stacking.

 

 

 

 

 

 

 

 

 

Cum

 

 

 

 

 

 

 

 

288.00

 

 

 

 

 

 

 

 

270.00

 

 

 

 

 

 

 

 

288.00

 

 

 

 

 

 

 

 

288.00

1.07

Earthwork supplied by boat within a lead of 8 KM including loading, unloading and stacking at site complete as per direction of the Engineer- in-charge.(measurement will be made on the basis of stack measurement with due allowance for shrinkage).

 

 

 

 

Cum

 

 

 

148.00

 

 

 

144.00

 

 

 

148.00

 

 

 

148.00

1.08

Extra rate over Item No. 1.06 & 1.07 for carriage of each Km. or part thereof beyond the initial lead of 8.0 Km.

 

 

Cum

 

 

11.00

 

 

11.00

 

 

11.00

 

 

11.00

1.09

Disposal / carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m from the excavated point including cost of stacking, loading, unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete.

 

 

 

 

 

 

Cum

 

 

 

 

 

 

117.00

 

 

 

 

 

 

114.00

 

 

 

 

 

 

117.00

 

 

 

 

 

 

117.00

Measurement : By stacks at loading point after deducting voids as per rule. (This item can only be used after obtaining permission from the concerned Superintending Engineer).

1.10

Earthwork in closing ghoges in embankments including cutting, filling, puddling with water and ramming including all leads and lifts, if necessary.

 

 

 

Cum

 

 

108.00

 

 

98.00

 

 

108.00

 

 

108.00

1.11

Earthwork in re-excavation / silt clearance of drainage channels in all kinds of soil including sludge and slush but excluding slush mixed with industrial wastes, sewage, municipal garbage, carcasses, etc and depositing the same as per profile in proper place as directed by the Engineer-in-charge without causing hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition including removal of polypacks, brickbats, stone ballasts & boulders, remnants of bullah & bamboo pins and all kinds of water hyacinth, solid / semi solid compact mass formed due to water hyacinth and burning them to ashes or removing outside Govt land where necessary and removal of thick & thorny jungles upto 30 cm girth including shoring and shuttering, if required, and including initial removal of sludge and slush etc by pan or bucket if required, and making arrangement for bailing out of any seepage water and removal of sand or soil blown from underneath, all complete.

(Measurement : Pre-work and Post-work level  section.  Pre-work  section to be taken after removal of water hyacinth  and  all  other floating materials etc.)

 

 

 

 

 

 

(a) By manual means within an initial lead of 30 M and an initial lift of

1.50 M

 

Cum

 

130.00

 

118.00

 

130.00

 

130.00

(b) By mechanical means using hydraulic excavators within an initial lead of 30 M and an initial lift of 3.0 M

 

Cum

 

121.00

 

121.00

 

121.00

 

121.00

1.12

Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge , in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath, removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc.

(Measurement : Pre-work and Post-work level section. Pre- work section to be taken after removal of water hyacinth and all other floating materials etc.)

 

 

 

 

 

(a) By manual means within an initial lead of 30 M and an initial lift of

1.50 M

 

 

Cum

 

146.00

 

132.00

 

146.00

 

146.00

(b) By mechanical means using hydraulic excavators within an initial lead of 30 M and an initial lift of 3.0 M

 

 

Cum

 

124.00

 

124.00

 

124.00

 

124.00

1.13

Extra rate for additional lead of earthwork in item Nos. 1.11 & 1.12 above.

 

 

 

 

 

(a) Each additional lead of 15 M or part thereof beyond 30 M up to 90 M

 

 

Cum

 

 

11.00

 

 

10.00

 

 

11.00

 

 

11.00

(b) Each additional lead of 15 M or part thereof beyond 90 M up to 210 M

 

 

Cum

 

3.00

 

4.00

 

3.00

 

3.00

(c) Each additional lead of 15 M or part thereof beyond 210 M up to 510 M

 

Cum

 

3.00

 

3.00

 

3.00

 

3.00

1.14

Extra rate for earthwork in Item Nos.1.11 and 1.12 above for each additional lift or part thereof beyond the initial lift.

  1. by mannual means beyond initial lift of 1.5 metre
  2. by mechanical means using hydraulic excavators beyond initial lift of

3.0 metre.

 

 

 

 

 

Cum

 

 

 

 

9.00

 

 

 

 

8.00

 

 

 

 

9.00

 

 

 

 

9.00

1.14

A

Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within

a lead of,

 

 

 

 

 

 

NB :- Measurement to be taken on the basis of stack measurement / pre- post work section measurement after deduction of void as per norms. No extra payment will be made for stacking.

 

 

 

 

 

A) Beyond 500 metre and upto 1.00 km

 

Cum

218.00

204.00

218.00

218.00

B) Beyond 1.00 km and upto 2.00 km

Cum

227.00

212.00

227.00

227.00

C) Beyond 2.00 km and upto 3.00 km

Cum

235.00

220.00

235.00

235.00

D) Beyond 3.00 km and upto 4.00 km

Cum

244.00

229.00

244.00

244.00

E) Beyond 4.00 km and upto 5.00 km

Cum

252.00

238.00

252.00

252.00

1.15

Earthwork in excavation or re-excavation of drainage channels / rivers in all kinds of soil including silt, sand, slush etc. mixed with all sorts of Industrial wastes, sewages, municipal garbage, carcasses, tannery effluents, jungles, bushes, semi-solid / solid campact mass, water hyacinth, cowdung deposits, decomposed  vegetations,  polythenes, brick bats, gravels, stone ballast, crates, remnant of  bullah  and  bamboo pins etc. by means of suitable excavator mounted on pontoon (min. depth of water 0.75 metre) specially made to suit the site condition in tidal or non-tidal channel / river and carrying of the excavated materials to suitable locations of the channel / river bank from the point of excavation by diesel  machine  operated boats or similar arrangements in a manner suited for the purpose and  placing  the  excavated  materials from the boat etc. on the top of the bank in case of disposal at suitable places arranged by the agency at his own cost, on the bank at available locations having distances from  the  point  of  re- excavation as shown below, by means of excavators or any other machines or manually as may be required, including all lifts.

 

 

 

 

 

Measurement : By Pre-work and Post- work level sections. Pre-work level for the existing bed of the channel / river is to be taken by displacing water hyacinth and all other floating materials including compact masses, carcasses etc. and for which no extra payment will be made. Post-work level section will be taken only when a stretch of at least 300 metre is completed and the said post-work will be taken within 7 days after completion of excavation in that reach.

 

 

 

 

 

(a) For distance 0 to 50 metre from the point of re-excavation to the placing point on the bank.

 

Cum

 

170.00

 

170.00

 

170.00

 

170.00

(b) For distance beyond 50 metre but within 100 metre from the point of re- excavation to the placing point on the bank.

 

Cum

 

174.00

 

174.00

 

174.00

 

174.00

(c) For distance beyond 100 metre but within 200 metre from the point of re- excavation to the placing point on the bank.

 

Cum

 

178.00

 

177.00

 

178.00

 

178.00

(d) For distance beyond 200 metre but within 300 metre from the point of re- excavation to the placing point on the bank.

 

Cum

 

181.00

 

181.00

 

181.00

 

181.00

(e) For distance beyond 300 metre but within 400 metre from the point of re- excavation to the placing point on the bank.

 

Cum

 

185.00

 

185.00

 

185.00

 

185.00

(f) For distance beyond 400 metre but within 500 metre from the point of re- excavation to the placing point on the bank.

 

Cum

 

189.00

 

188.00

 

189.00

 

189.00

 

Note: The cost for the above work includes the cost of hire charges of excavator including all accessories, excavators, diesel  machine operated boats, pontoons etc. and including the cost for mobilisation, de- mobilisation, maintenance, cost of fuel and lubricants, wages of operators and labours and all other incidental charges as may be necessary for the above work and the rate also  includes  the  charges  of dismantling and re-erection of machine excavator, pontoon etc., if necessary, in the interest of work or for passing of the machines etc. below the bridges.

 

 

 

 

 

1.16

Excavation of materials from river bed / stoney soil as noted below as per designed section and throwing the spoils for making banks as profile or to deposit the same in any other place as directed by the Engineer-in- charge for making embankment within a lead of 50 metre and lift upto 4 metre. including dressing etc. complete. (Work is to be done with mechanical devices)

 

 

 

 

 

(a) Loose boulder mixed with shingles or sand having boulder of size above 20 cm. upto 30 cm. more than 20% upto 30% by volume including removing roots & stumps of trees, cost of profiling channel crossing etc. complete.

 

 

 

 

Cum

 

 

 

 

123.00

 

 

 

 

123.00

 

 

 

 

123.00

 

 

 

 

123.00

(b) Boulder, shingles, sand debries, having size above 20 cm. upto 40 cm. more than 30% and upto 40% by volume (as per visual estimation) including removing roots and stumps of trees and minings, cost of profiling, channel crossing etc. complete.

 

 

 

 

Cum

 

 

 

153.00

 

 

 

153.00

 

 

 

153.00

 

 

 

153.00

1.17

(a) Extra rate over Item No 1.16 for a lead of 50m or part thereof beyond initial lead.

 

Cum

 

14.00

 

12.00

 

14.00

 

14.00

(b) Extra rate over Item No 1.16 for a lift of 4m or part thereof beyond initial lift.

 

Cum

 

9.00

 

8.00

 

9.00

 

9.00

1.18

Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water.

 

 

 

Sqm

 

 

10.00

 

 

9.00

 

 

10.00

 

 

10.00

1.19

Construction of embankment by earth moving machinery with approved materials already deposited at site available from river bed cutting and excavation from drain and foundation of other structures as per given profile for formation of bank and as per directon of the Engineer-in- charge.

(Payment will be made on the basis of Pre-work & Post-work level after necessary void deduction)

 

 

 

 

 

 

 

Cum

 

 

 

 

 

 

39.00

 

 

 

 

 

 

39.00

 

 

 

 

 

 

39.00

 

 

 

 

 

 

39.00

1.20

Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge.

(Payment will be made on the basis of Pre-work & Post-work level)

 

 

 

 

 

 

 

Cum

 

 

 

 

 

 

23.00

 

 

 

 

 

 

21.00

 

 

 

 

 

 

23.00

 

 

 

 

 

 

23.00

1.21

Extra rate for puddling earth in layer of 15 cm. including watering and ramming, if necessary, all complete as per the direction of the Engineer- in-charge.

 

 

Cum

 

 

10.00

 

 

9.00

 

 

10.00

 

 

10.00

1.22

Cutting, uprooting of roots & stumps of trees of different girth upto 1 meter depth below ground level or bed level & filling the rootholes by soil and removal of branches, roots & stumps etc. including carriage and stacking as per instruction of the Engineer-in-charge (Measurement of girth at breast height of 90 cm)

 

 

 

 

 

(a) Bamboo cluster (each cluster to be measured seperately) / Tea bushes.

 

 

Sqm

 

90.00

 

82.00

 

90.00

 

90.00

(b) Banana cluster/ Pineapple

Sqm

73.00

66.00

73.00

73.00

1.23

Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.

 

 

Sqm

 

 

5.00

 

 

5.00

 

 

5.00

 

 

5.00

1.24

Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.

 

 

Sqm

 

 

2.00

 

 

2.00

 

 

2.00

 

 

2.00

1.25

Clearing and removal of water hyacinth including weeds, thick and thorny floating jungles and burning them to ashes when dry or removing them outside Government land including all leads and lifts to stack in a nearby available space complete.

 

 

 

 

Sqm

 

 

 

7.00

 

 

 

7.00

 

 

 

7.00

 

 

 

7.00

1.26

Clearing and removal of debris (including floating debris) including sludge & slush mixed with all sorts of industrial waste, solid/semi-solid compact mass formed due to water hyacinth in combination with industrial wastes, carcasses, municipal garbage sludge, polypacks, thick and thorny jungles and long grass etc. and depositing, spreading the same on the canal bank and later burnt to ashes when dry including all leads and lifts complete.

 

 

 

 

 

 

 

Sqm

 

 

 

 

 

 

30.00

 

 

 

 

 

 

27.00

 

 

 

 

 

 

30.00

 

 

 

 

 

 

30.00

1.27

Clearing and removing solid / semisolid compact mass formed due to water hyacinth in combination with industrial waste, carcasses, municipal garbage, sludge, thick and thorny jungles and long grass etc. and disposal of lifted water hyacinth / semi-solid compact mass by truck or by any other conveyance over kuncha / pucca road including making access for plying the truck or any other conveyance beyond 240 m from the lifting point including cost of loading , unloading , transporting, arrangement of land, if required by the agency all complete including all leads and lifts.

(This item can only be used after obtaining permission from the Superintending Engineer)

Mode of measurement : Payment will be made on the basis on the stack measurement after deducting voids @ 40 %.

 

 

 

 

 

 

 

 

 

 

 

 

 

Cum

 

 

 

 

 

 

 

 

 

 

 

 

100.00

 

 

 

 

 

 

 

 

 

 

 

 

99.00

 

 

 

 

 

 

 

 

 

 

 

 

100.00

 

 

 

 

 

 

 

 

 

 

 

 

100.00

1.28

Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).

 

 

 

 

 

 

Sqm

 

 

 

 

 

28.00

 

 

 

 

 

26.00

 

 

 

 

 

28.00

 

 

 

 

 

28.00

 

(b) For each additional lead of 250 metre or part thereof beyond 750 metre.

 

 

Sqm

 

7.00

 

6.00

 

7.00

 

7.00

 

Note :Add extra rate towards compensation for earth for land owned / arranged by the contractor over rate of earthwork for land owned / arranged by the Department and for royalty charges on earth as per latest rate as mentioned in PWD Schedule. The royalty will be paid to the agency on production of necessary documents in support of payment made toward the royalty. During initial payment of bill a deduction as per

considered rate may be made.

 

 

 

 

 

 

NOTE:

?

The above rates are exclusive of G.S.T and Labour Welfare Cess.

?

Construction Wing should add G.S.T., as applicable, as per Goods and Service Tax Act, 2017 to derive the cost.

?

Construction Wing should add Labour Welfare Cess ( in terms of

Clause 3 of Construction Labour Welfare Cess Rules, 1998) @ 1% to derive the final cost.

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