Earth Work

Contractor No of Correction Executive Engineer No of overwriting No of interpolation

BILL OF QUANTITIES


Name of the work :Costn.of S.B. over Champia Nallah at 1st. km. on Khuntuni- Madhapur-Kanyashram road in the dist. of Cuttack.

Item No

Description of Item Quantity Unit Rates (in Figure & in Word)

1 2 3 4 5 1 Earth work in cutting for bridge proper & filling in

road embankment in all kind of soil with all leads & lifts & depositing the excavated materials away from the working areas complete as per specification &direction of the Engineer-in-Charge including cost of all labour & T&P articles required for the work etc.complete in all respect upto bed level.

(a) Bridge proper 3651.00 One Hundred cum

2 Earth work in excavation of foundation in hard

soil including moorum & stoney earth & gravel mixed with boulders with all leads & lifts including dressing the sides & levelling the bed of the foundation to the required width & required depth including shoring shuttering, proping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in -Charge complete as per specification & direction of the Engineer-in-charge, below bed level.

(a) Upto 3m. depth (for bridge proper)

1465.80 One Hundred cum

3 Cement concrete (1:4:8) in foundation & plinth

with 4cm. crusher broken hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royalty & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific action & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.

113.90

One cum


4 Cement concrete (1:3:6) in foundation & plinth

with 4cm. crusher broken hard granite broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royalty & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific action & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.

15.40

One cum

5 Cement concrete (1:2:4) with clean hard crusher

broken granite chips of 12mm. (1/2”) size H.G.C.B. of approved quality from approved quarry consistent with strength & cover of concrete of approved quality in floor protection work including hoisting lowering laying concrete as per the direction of Engineer-in-Charge to required level not exceeding 15cm. thick hoisting, lowering, laying & packing concrete, providing side steel shuttering & finishing all exposed surface smooth providing supplying & working of pumps & T&P articles & all machineries, dewatering if required cost conveyance, royality & taxes of all materials complete as per specification & direction of the Engineer-in-Charge complete in all respects.

189.40

One cum

6 R.C.C of M-200 of controlled quality having

minimum cube strength of 200Kg./sqcm. on 150mm. cube at 28 days with clean hard crusher broken granite chips of 12mm. size consistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1978 including hoisting, lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Engineer-in-Charge including watering & curing & steel shuttering & finishing the exposed surface smooth, providing grooves & beads where necessary with working of pumps & other T&P machineries as may be required for the work including cost, conveyance royality, taxes etc. of all materials required for the work complete in all respect including cost of all labour excluding cost, conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills & placing in proper position as per specification & approved drawing .

(a) Raft & pile cap 399.50 One cum


(b) Abutment & Pier 285.10 One cum

(c) Approach slab 8.00 One cum

(d) Dirt wall 3.05 One cum

(e) Pier & abutment cap 12.15 One cum

(f) Deck slab 222.30 One cum

(g) Column tie beam & wing wall 13.90 One cum

(h) Railing 4.30 One cum

7

R.C.C of M-300 of controlled quality having minimum cube strength of 300Kg./sqcm. on 150mm. cube at 28 days with clean hard crusher broken granite chips of 12mm. sizeconsistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1978 including hoisting,lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Engineer-in-Charge including watering & curing & steel shutterng & finishing the exposed surface smooth, providing grooves & beads where necessary with working of pumps & other T&P machineries as may be required for the work including cost, conveyance royality, taxes etc. of all materials required for the work complete in all respect including cost of all labour excluding cost, conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills & placing in proper position as per specification & approved drawing .

(a) Wearing cost 24.60 One cum

8 Rough stone dry packing in approns &

revetments with hard granite stone of 30cm.size & above having individual weight not less than 40kg. of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small stones by wedging & hammering & finishing to proper slope including


dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge. Hand broken granite stones should be stacked at work site in regular stacks for use in the work with all leads & lifts as per the direction of the Engineer-in-Charge for premeasurement ( voids to be ascertained as per actual observations).

964.40

One cum 9 Dry stone masonary or rough stone dry

masonary for guard walls & retaining walls sand grouted in foundation & plinth with hard black hand broken granite stones of approved size & quantity from approved quarry & good quality sand including splays cutting, circular moulding, chamfering & corbelling, watering, curing, including cost, conveyance, taxes & royalities of all materials with all labour & T&P required for the works etc.

291.50

One cum

10 Grouting approns & revetments 23cm. (9”) deep

with C.C. ( 1:4:8) using 2.5cm. (1”) size hard hand/ crusher broken granite metal of approved quality from approved quarry including cost, conveyance, royality taxes of all materials T&P etc. complete including watering & curing for required period as per the direction of the Engineer-in-Charge including dewatering if required.

1261.00

One sqmt

11 Providing fitting & fixing expansion,joints as per

approved design & specification of Ministry of transport Govt. of India including cost of all fitting & filling the joint with typical salitex jointing compound & sealing compound or any other equivalent approved materials as per direction of the Engineer-in-Charge including T&P articles & all other materials required for the work, cost of labour etc. complete in all respect. ( excluding cost of salitex board)

46.50

One Rmt

12 Providing 600mm. thick filter media in the rear of

abutment & wing walls with 5cm. size & down graded clean hand broken granite metal of approved quality from approved quarry as per specification & direction of the Engineer-in-Charge including cost,conveyance royality & taxes of all materials T&P articles required for the work etc. complete.

50.40

One cum

13 Supply of HYSD bars confirming to grade S-415

cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered


for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)

880.00

One Qtl

14 Filling in foundation & plinth with following materials in layers not exceeding 23cm. thick including cost, carriage, watering spreading complete as per the direction of the Engineer-in-Charge.

(a) Sand 433.40 One cum

15 Supplying, fitting, fixing steel ‘Z’ sheet piling of

approved quality conforming to ISI specification including cost, conveyance & taxes etc. including labour & material for cutting to required size & for driving the same upto required depth including cost of all fittings T&P articles etc. complete as per specification & direction of the Engineer-in-Charge.

568.20

One sqm

16 Providing weep holes in the abutment & wing

walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost,conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.

20

One No

17 Providing granular sub-base using gravel having

CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable beams for pre-measurement good literate moorum of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge ( quantities should be stacked in regular box heaps of size 1.5m. X 1.5m. X 0.5m. to be measured as one cum)

758.00

One cum


18 Providing 75mm. compacted thickness using following size of metal including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable beams for pre-measurement of hard stone metal of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks, filling the interstices spreading the same over the metalled surface in required quantities watering, including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles excluding the cost of metal & moorum required for the work etc. complete as per specification & direction of the Engineer-in-Charge (measurement will not be taken for quantity of filler materials, compacted thickness to be measured as 75mm. thick)

(a) IRC Grade-II 225.00 One cum

(b) IRC Grade-III 225.00 One cum

19 Conveying & fixing of 150cm dia 1.00m., guard

posts of cement concrete (1:2:4) chips including cost, carriage T&P articles etc. for the direction of Engineer-in-Charge.

20

One No

20 Gravel backing to revetments & slopes of road

embankment with good laterite conveying of moorum from stacks stacked at work site or at approved stacking yard with cost, conveyance, royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respects & as directed by the Engineer in Charge.

231.50

One cum

21 Fixing anchor bars upto 28mm. dia to the

founding level at rock strata as per approved design including cost, conveyance & all taxes of all materials and T&P required for the work but excluding cost of TS rod & labour charges for bending, binding, tying the grills & placing in position as per specification & direction of Engineer-in-Charge.

(a) With G.I pipe 32 One No

(b) Without G.I pipe 48 One No


22 Providing & laying tar paper of approved design

& drawing & specification of Ministery of Transport Govt. of India filling the joints with approved joint sealing compound as per required for the work etc. complete.

38.40

One Sqm

23 Earth work in all kinds of soil in approved borrow

areas by manual means with all leads & lifts including rough dressing & breaking clods etc. & including spreading leveling earth in 22.50 cm. layers including OMC compaction with PRR as per specification & direction of Engineer-in-Charge.

22881.00

One Hundred cum

24 Providing bituminous Tack Coat of bituminous

materials @ 2.5kg/ 10 Sqm on existing Bituminous surface including Cleaning the existing Bituminous surface complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501.

3000.00

One Sqm

25 Providing 20mm thick Open Graded Premix

Carpet using 0 .18 Cum of 13.2mm sizeH.G.C.B.chips & .09 Cum of 11.2mm size per10Sqm, over prepared surface using a totalquantity of 14.6 kgs of Bitumen per 10.0 Sqmusing Mini Hot Mix plant and compacting with8T-10T power road roller for finished item of work as per specification including cost,conveyance royality, labour, taxes, T&P, allother materials required for the work etc.complete as per direction of Engineer-in-Charge.

3000.00

One Sqm

26 Providing & applying premix seal coat using

0.06 cum of 6mm. Size H.G.C.B.chips & down graded as per sieve analysis & good river sand & 6.8 kg. of bitumen for 6.8kg. Of bitumen for 10sqm including hire & running charges of PRR & other machineries labour, T&P required for the work but excluding cost of bitumen etc. complete.

3000.00

One Sqm

27 Cement washing two coats over a coat of primer

with approved paint & primer to the over walls of piers & abutments etc. including cost of all materials labour T&P etc. complete as per direction of the Engineer-in-Charge.

387.50

One Sqmt

28 Painting two coats over a coat of primer with

approved cement paint & primer to the guard post, railing, kerb, box girder etc. including cost of all materials labour T&P etc. complete as per direction of the Engineer-in-Charge.

103.00

One Sqmt


29 Fine dressing & turfing to the slope of the road embankment with compact dub grass transported by mechanical means for finished items of work Including all labours T&P required for the work etc. complete. as per specification & direction of Engineer-in-Charge.

6972

One Sqm

Total := 29 ( Twenty Nine) items only Approved for 29 ( Twenty Nine) items only Superintending Engineer,

Central Circle, Rural Works Bhubaneswar

Earth Work

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