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K: CONSTRUCTION OF 4-LANE ROAD FROM KM 140+700 TO KM 164+080 OF NARIMBANGLO TO JATINGA JUNCTION SECTION OF NH-54 IN THE STATE OF ASSAM

ge No. EW-II(AS_22)

Sl.No

Description of Item Unit Rate (Rs.) BOQ Qty BoQAmount

Revised Qty RevisedAmount

3,186,873,984 3,313,954,999 3,313,954,999

1.01

Cleaning and grubbing road land including uprooting

rank vegetation, grass, bushes, shrubs, saplings and

trees girth upto 300 mm, removal of stumps of trees

cut earlier and disposal of unserviceable materials to

be used or auctioned, upto a lead of 100m i

Hct 32,716.03 94.00 3,075,307 94.00 3,075,307

1.02(A)

Dismantling structures (superstructure, substructure,

foundation and other miscellaneous structures) andpavements including disposing of resulting materials

and/or salvaging useful materials complete as per

Drawings and Technical Specification Clause 20.

- - - -

1.02(A) a) Stone Masonry Cum 145.94 1,990.00 290,421.00 1,990.00 290,421

1.02(A) b) Plain Cement Concrete Cum 265.79 125.00 33,224.00 125.00 33,224

1.02(A) c) Reinforced Cement Concrete Cum 434.93 130.00 56,541.00 130.00 56,541

1.02(A) d) Pavement crust Cum 154.64 5,435.00 840,468.00 5,435.00 840,468

1.02(A) e) Guard Stones/KM Stones/Sign post/Hect. Stones Nos. 53.16 2,000.00 106,320.00 2,000.00 106,320

1.02(A) f) Removal of RCC Humepipe - - - -

1.02(A) i) 1000mm dia. Lm 135.31 130.00 17,590.00 130.00 17,590

1.02(A) g) Structural steel from existing bailley bridge tonne 628.23 66.50 41,777.00 66.50 41,777

1.02(B)

Rebate towards the salwage value of dismantalled

materials from pavement and structures as per

specification clause 202

- - -

1.02(B) a) Stone Masonry Cum 1,990.00 - 1,990.00 -

1.02(B) b) Plain Cement Concrete Cum 125.00 - 125.00 -

1.02(B) c) Reinforced Cement Concrete Cum 130.00 - 130.00 -

1.02(B) d) Pavement crust Cum 5,435.00 - 5,435.00 -

1.02(B) e) Guard Stones/KM Stones/Sign post/Hect. Stones Nos. 2,000.00 - 2,000.00 -

1.02(B) f) Removal of RCC Humepipe - - - -1.02(B) i) 1000mm dia. Lm 130.00 - 130.00 -

1.02(B) g) Structural steel from existing bailley bridge tonne 66.50 - 66.50 -

1.03(A)

Removal of stumps and roots of girth above 300mm

and back fil ling to required compaction complete as

per Technical Specification Clause 201 and 305 or as

directed by the Engineer.

- - - -

1.03(A) a) Above 300mm upto 600m Nr 111.15 5,074.00 563,975.00 5,074.00 563,975

1.03(A) b) Above 600mm upto 900mm Nr 198.13 2,129.00 421,819.00 2,129.00 421,819

1.03(A) c) Above 900mm upto 1800mm Nr 381.77 - - - -

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Sl.

NoDescription of Item Unit Rate (Rs.) BOQ Qty

BoQ

AmountRevised Qty

Revised

Amount

1.03(A) d) Above 1800m Nr 724.88 148.00 107,282.00 148.00 107,282

1.03(B)Rebate towards salvage value of stumps and roots of

trees- - - - -

1.03(B) a) Above 300mm upto 600mm Nr 5,074.00 - 5,074.00 -

1.03(B) b) Above 600mm upto 900mm Nr 2,129.00 - 2,129.00 -

1.03(B) c) Above 900mm upto 1800mm Nr - - - -

1.03(B) d) Above 1800mm Nr 148.00 - 148.00 -

Total of Bill No. 1 5,554,724.18 5,554,724 5,554,724.18 5,554,724

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Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug

- - - - - - - - - -

Qt Qt Qt Qt Qt Qt Qt Qt Qt Q

A ROAD WORK

1 C&G Clearin & Grabbin Hect. 102 5 7 7 7 7 7 7 7 2

2 EXCA-S Excavation in Soil Cum 105 443 6 000 6 000 6 000 6 000 6 000 6 000 6 000 2 000 2 000

3 EXCA-OR Excavation in Ordinar Rock Cum 500 100 100 100 100 100

4 EXCA-HR Excavation in Hard Rock Cum 1 000 100 100 100 100 100 100

5 EMBK Embankment work Cum 628 083 10 000 35 000 35 000 35 000 35 000 35 000 35 000 10 000 10 000 1

6 SG Sub Grade Cum 385,595 5,000 20,000 20,000 20,000 20,000 20,000 20,000 4,000 4,000

8 GSB Granular Sub base Cum 128,267 5,000 5,000 7,500 7,500 7,500 2,000 2,000

9 WMM Wet Mix Macadam Cum 91,126 2,000 3,000 2,000 2,000

10 DBM Dense Graded Bituminous Macadam Cum 18,056 400 600 400 400

11 BC Bituminous Concrete Cum 14 0 08

12 PC Prime Coat S m 350 204 - - - - - 4 369 6 553 4 369 4 369

13 TC Tack Coat S m 700 408 - - - - - 8 738 13 106 8 738 8 738

14 MCB Metal Beam Crash Barrier Lm 4 400

15 ROADMARKING Road Markin s S m 23 153

16 TRAFICSIGN Traffic Sin es Nos. 2 162 17 CHEQTILES Chequered Tiles Sqm 3,920

B STR WORK

1 CONCM10 Concrete Grade M10 Cum 17,083 1,000 1,000 1,000 1,000 1,000 1,000

2 CONCM15 Concrete Grade M15 Cum 20,813 1,301 1,301 1,301 1,301 1,301 1,301

3 CONCM20 Concrete Grade M20 Cum 20 425 1 277 1 277 1 277 1 277 1 277 1 277

4 CONCM25 Concrete Grade M25 Cum 643

5 CONCM30 Concrete Grade M30 Cum 9 443 630 630 630 630 630 630

6 CONCM35 Concrete Grade M35 Cum 5 551

7 CONCM40 Concrete Grade M40 Cum 34 433 2 000 2 000 2 000 2 000 2 000 2 000

8 REINF Reinforcement MT 1 742 - - - 92 92 92 92 92 92

C DRAINAGE AND PROTECTIVE WORK

1 RRM1:3 Rubble Stone Masonr in 1:3 motar Cum 3 521 196 196 196 196 196

2 WEEPHOLE Wee Holes in Wall Nos. 17 096 - - - 855 855 855 855 855 855

3 BOULDER Boulder Re uired for Misc work Cum 5 554 309 309 309 309 309 309

4 DRAIN Drains Lm 22 500

5 Misc All other Misc work L/S 100 3.70 3.70 3.70 3.70 3.70 3.70 3.70 3.70 3.70 3.70

Sr

NoGroup Code Description Unit

Scope of

work

Scope

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S.N Description Unit BOQ. RateAmount

(Lakhs)

A ROAD WORKS

Clearing & Grabbing Hec 102 0 0 5 7 7 7 7 7 7 7 2 - - 7 7

5.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 2.00 - - 7.00 7.00

Excavation in Soil M 105,443 0 0 - 6,000 6,000 6,000 6,000 6,000 6,000 6,000 2,000 2,000 2,000 6,000 6,000

- ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ######Excavation in Ordinary Rock M 500 0 0 - 100 100 100 100 100 - - - - - - -

- 100.00 100.00 100.00 100.00 100.00 - - - - - - -Excavation in Hard Rock M 1,000 0 0 - 100 100 100 100 100 - - - 100 100 100 100

- 100.00 100.00 100.00 100.00 100.00 - - - 100.00 100.00 100.00 100.00

Embankment work M 628,083 0 0 - 10,000 35,000 35,000 35,000 35,000 35,000 35,000 10,000 10,000 10,000 35,000 35,000

- ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ######Sub Grade M 385,595 0 0 - 5,000 20,000 20,000 20,000 20,000 20,000 20,000 4,000 4,000 4,000 20,000 20,000

- ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ####### ######

Granular Sub base M 128,267 0 0 - - - 5,000 5,000 7,500 7,500 7,500 2,000 2,000 2,000 7,500 7,500

- - - ####### ####### ####### ####### ####### ####### ####### ####### ####### ######Wet Mix Macadam M 91,126 0 0 - - - - - - 2,000 3,000 2,000 2,000 2,000 6,000 6,000

- - - - - - ####### ####### ####### ####### ####### ####### ######Dense Graded Bituminous Macadam M 18,056 0 0 - - - - - - 400 600 400 400 400 1,200 1,200

- - - - - - 400.00 600.00 400.00 400.00 400.00 ####### ######

Bituminous Concrete M 14,008 0 0 - - - - - - - - - - - - -

- - - - - - - - - - - - -

Prime Coat M 350,204 0 0 - - - - - - 4,369 6,553 4,369 4,369 4,369 13,106 13,106

- - - - - - ####### ####### ####### ####### ####### ####### ######

Tack Coat M 700,408 0 0 - - - - - - 8,738 13,106 8,738 8,738 8,738 26,213 26,213

- - - - - - ####### ####### ####### ####### ####### ####### ######

Metal Beam Crash Barrier M 4,400 0 0 - - - - - - - - - - - - -- - - - - - - - - - - - -

Road Markings M 23,153 0 0 - - - - - - - - - - - - -

- - - - - - - - - - - - -Traffic Singes M 2,162 0 0 - - - - - - - - - - - - -

- - - - - - - - - - - - -

Chequered Tiles M 3,920 0 0 - - - - - - - - - - - - -

- - - - - - - - - - - - -

B STRUCTURE WORKS

Concrete Grade M10 M 17,083 0 0 - - - - 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000

- - - - ####### ####### ####### ####### ####### ####### ####### ####### ######Concrete Grade M15 M 20,813 0 0 - - - - 1,301 1,301 1,301 1,301 1,301 1,301 1,301 1,301 1,301

- - - - ####### ####### ####### ####### ####### ####### ####### ####### ######

Concrete Grade M20 M 20,425 0 0 - - - - 1,277 1,277 1,277 1,277 1,277 1,277 1,277 1,277 1,277

- - - - ####### ####### ####### ####### ####### ####### ####### ####### ######Concrete Grade M25 M 643 0 0 - - - - - - - - - - - - -

- - - - - - - - - - - - -

Concrete Grade M30 M 9,443 0 0 - - - - 630 630 630 630 630 630 630 630 630

- - - - 629 56 629 56 629 56 629 56 629 56 629 56 629 56 629 56 629 56

DPJ-NKC (JV)

NAME OF WORK:: Widening & strengthening of existing carriageway to 2-lane road from Duhuria to Chandbali (Km. 49/0

Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr-14 May-14 Oct-14Jun-14 Jul-14 Aug-14 Sep-14

CONSTRUCTION SCHEDULE

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Oct-13 Nov-13 Dec-13 Jan-14 Feb-14 Mar-14 Apr

5.00 7.00 7.00 7.00 7.00 7.00

1 C&G Hec. Excavator 0.03 Hec/Hr 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Hec. Grader 0.05 Hec/Hr 1.00 1.00 1.00 1.00 1.00 1.00 1.002 Excavation Cum - 6,200 6,200 6,200 6,200 6,200

Excavator 120 M3/Hr 1.00 - 1.00 1.00 1.00 1.00 1.00

Tipper 10 M3/Trip 3.00 - 3.00 3.00 3.00 3.00 3.00

Crushin

Excavator 5.00 5.00 5.00 5.00 5.00

2 Emb+Sub-Grade cum - 15,000 55,000 55,000 55,000 55,000 5

Dozer 200 M3/Hr 2.00 - 1.00 2.00 2.00 2.00 2.00

Grader 80 M3/Hr 3.00 - 1.00 3.00 3.00 3.00 3.00

Vibratory Roller 60 M3/Hr 4.00 - 1.00 4.00 4.00 4.00 4.00

Water Tanker 50 10 KL 5.00 - 2.00 5.00 5.00 5.00 5.00

Excavator 120 M3/Hr 2.00 - 1.00 2.00 2.00 2.00 2.00

3 GSB cum - - - 5,000 5,000 7,500

Grader 50 M3/Hr 1.00 - - - 1.00 1.00 1.00Vibratory Roller

80 M3/Hr1.00

- - - 1.00 1.00 1.00Water Tanker 10 KL 1.00 - - - - - -

4 WMM cum - - - - - -

WMM Plant - 100 TPH 35 M3/Hr 1.00 - - - - - -

Grader 50 M3/Hr 1.00 - - - - - -Vibratory Roller 80 M3/Hr 1.00 - - - - - -

Water Tanker 10 KL 1.00

5 DBM & BC cum - - - - - -

HMP (120 TPH) 40 M3/Hr 1.00 - - - - - -Sensor Paver 40 M3/Hr 1.00 - - - - - -

Tandem Roller 15 M3/Hr 2.00 - - - - - -

Pnuematic Tyre Roller 25 M3/Hr 1.00 - - - - - -

Bitumen Distributer 1.00 - - - - - -

Water Tanker 10 KL 1.00

6 Kerb RM - - - - - -

Kerb Casting Machine 64 Rm/Hr - - - - - - -

K b C tti M hi 40 R /H

Peak

No.Sl. No. Description Unit

Machinery

Deployed

M/c

NormsOutput

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Oct-13

Nov-13

Dec-13

Jan-14

Feb-14

Mar-14

Apr-14

May-14

Jun-14

Jul-14

Aug-14

Sep-14

Oct-14

Nov-14

Dec-14

Jan-15

Feb-15

Mar-15

Apr-15

May-15

Jun-15

Jul-15

Aug-15

Sep-15

Oct-15

Nov-15

Dec-15

Rem

1 Excavator 12 1 11 12 12 12 12 12 12 11 10 10 12 12 12 12 12 12 12 11 11 11 11 9 9 1 1 1

2 Stone Crusher 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

3 Dozer 2 - 1 2 2 2 2 2 2 1 1 1 2 2 2 2 2 2 2 2 2 2 1 1 1 - - -

4 Grader 6 1 2 4 5 5 5 6 6 4 3 3 6 6 6 6 6 6 6 5 5 5 4 4 3 2 1 -

5 Vibratory Roller 6 - 1 4 5 5 5 6 6 3 3 3 6 6 6 6 6 6 6 6 6 6 5 4 3 2 1 -

6 Water Tanker 10 - 2 5 5 7 7 9 10 7 6 6 9 9 10 10 10 10 10 10 10 10 9 6 4 3 3 3

7 WMM Plant - 100 TPH 1 - - - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -

8 Sensor Paver 1 - - - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

9 WMM PAVER 2 - - - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - -

10 PQC PAVER 1 - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - -

11 HMP (120 TPH) 1 - - - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

12 Tandem Roller 3 - - - - - - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

13 Pnuematic Tyre Roller 2 - - - - - - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

14 Bitumen Distributer 2 - - - - - - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

15 Batching Plant 3 - - - - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 1 - - - - -

16 Transit Mixer 8 - - - - 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 7 3 3 - - - - -

17 Hydra Crane 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

18 Tipper 58 - 15 46 50 50 52 53 54 16 16 16 57 57 57 57 57 57 57 58 58 51 39 29 21 9 6 1

19 Wheel Loader 5 - - - - 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 4 4 4 4 4 1 1

20 DG-600KVA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - -

21 DG-500KVA 2 - - - - - - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1

22 DG-125 KVA 3 - - - - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 1 - - - - -

14 DG-82.5 KVA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

15 DG-62.5 KVA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

16 DG-30 KVA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

17 DLC paver 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DPJ-NKC (JV)

NAME OF WORK:: Widening & strengthening of existing carriageway to 2-lane road from Duhuria to Chandbali (Km. 49/000 to Km. 99/000 of MDR and Km. 45/000 to Km. 51/500 of SH 9)

EQUIPMENT MOBILISATION SCHEDULE

Sl.

No.Description Peak No.

Monthly Requirement of Plant & Equipment in Nos.

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O

ct-13

N

ov-13

D

ec-13

Jan-14

Feb-14

M

ar-14

A

pr-14

M

ay-14

Jun-14

Jul-14

Aug-14

Sep-14

O

ct-14

N

ov-14

D

ec-14

Jan-15

Feb-15

M

ar-15

A

pr-15

M

ay-15

Jun-15

Jul-15

Aug-15

Sep-15

O

ct-15

N

ov-15

D

ec-15

Remarks

1 Excavator 12 1 11 12 12 12 12 12 12 11 10 10 12 12 12 12 12 12 12 11 11 11 11 9 9 1 1 1

2 Stone Crusher 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

3 Dozer 2 - 1 2 2 2 2 2 2 1 1 1 2 2 2 2 2 2 2 2 2 2 1 1 1 - - -

4 Grader 6 1 2 4 5 5 5 6 6 4 3 3 6 6 6 6 6 6 6 5 5 5 4 4 3 2 1 -

5 Vibratory Roller 6 - 1 4 5 5 5 6 6 3 3 3 6 6 6 6 6 6 6 6 6 6 5 4 3 2 1 -

6 Water Tanker 10 - 2 5 5 7 7 9 10 7 6 6 9 9 10 10 10 10 10 10 10 10 9 6 4 3 3 3

7 WMM Plant - 100 TPH 1 - - - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -

8 Sensor Paver 1 - - - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

9 WMM PAVER 2 - - - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - -

10 PQC PAVER 1 - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - -

11 HMP (120 TPH) 1 - - - - - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

12 Tandem Roller 3 - - - - - - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

13 Pnuematic Tyre Roller 2 - - - - - - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

14 Bitumen Distributer 2 - - - - - - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

15 Batching Plant 3 - - - - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 1 - - - - -

16 Transit Mixer 8 - - - - 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 7 3 3 - - - - -

17 Hydra Crane 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

18 Tipper 58 - 15 46 50 50 52 53 54 16 16 16 57 57 57 57 57 57 57 58 58 51 39 29 21 9 6 1

19 Wheel Loader 5 - - - - 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 4 4 4 4 4 1 1

20 DG-600KVA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - -

21 DG-500KVA 2 - - - - - - 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1

22 DG-125 KVA 3 - - - - 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 1 - - - - -

23 DG-82.5 KVA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 224 DG-62.5 KVA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

25 DG-30 KVA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

26 DLC paver 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DPJ-NKC (JV)

NAME OF WORK: Widening & strengthening of existing carriageway to 2-lane road from Jagatpur-Duhuria (Km. 0/0 to Km. 49/0 of SH 9A)

EQUIPMENT MOBILISATION SCHEDULE

Sl.

No.Description

Peak

No.

Monthly Requirement of Plant & Equipment in Nos.