Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Ø0 la[;k vko';d lwpuk lEcfU/kr lwpuk

1 dk;Z dk uke Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

2 Lohd`r dk;Z ;ktuk dk izlax rFkk Øekad

3 iFk izeaMy @ iFk vapy @ miHkkx iFk izeaMy dfVgkj@ iFk vapy iwf.kZ;k@ lhekapy miHkkx

4 iFk ifj;kstuk dk yackbZ ¼fd0 fe0½ 14.00Km

5 dqy izkDdfyr jkf'k Rs. 587078500.00

6 rdfudh vuqeksnu dh jkf'k ,oa izlax --

7 iqy@iqfy;k gS rks la[;k ,oa jkf'k --

8 Longitudinal drain ;fn izLrkfor gS rks yEckbZ ,oa jkf'k &

9 ek= iFk mUu;u dh jkf'k

10 mDr ds vuqlkj izfr fd0 fe0 iFk mUu;u dh jk'kh

11 Price escalation gsrq izLrkfor jkf'k &

12 izLrkfor O;; 'kh"kZ

13 foLr`r Repoort layXu

14 DPR dk dqy i`"B la[;k

15 iFk ijr dh oÙkZeku pkSM+kbZ ¼ehVj esa½ 5.5m-11m (Approx)

16 izLrkfor iFk ijr dh pkSM+kbZ ¼ehVj esa½ 11.5m to 14m

17 izLrkfor iFk ca/k (Road way) dh pkSM+kbZ ¼ehVj esa½ 11.5m to 14m

18 ;krk;kr x.kuk

19 fl0 fc0 vkj0 tkWp Qy

20 iFk ijr dk fu#i.k

21 izLrkfor iFk ijr ds fofHkUu layers dk eksVkbZ& pkSM+hdj.k 1- Sub Base (GSB) 250mm

etcwrhdj.k 5. GSB

22 iqy@ iqfy;k dk fu#i.k@Drawing

24 Typical Cross Section

25 yEc dkB @ vkM+h dkV

26 v/kh{k.k vfHk;ark }kjk vuqeksfnr Quarry Chart

27 v/kh{k.k vfHk;ark }kjk izfrgLrk{kfjr work Programme

28 Pre Construction Activity lfgr dk;Z iwjk gksus dk vkdfyr le; 18 month

29 Pre Construction stage dh vof/k --

30 ek= Construction vof/k 18 month

31 ;fn pkSM+hdj.k izLrkfor gS rks U;wure vko';d ROW miyC/k gS ;k ugh miyC/k gS

32 ;fn ugha rks izLrkfor dkjZokbZ NA

33 Utility Shifting gsrq izLrko gS rks D;k dkjZokbZ visf{kr gS YES

34 i;kZoj.kh; vukifr dh vko';drk ;fn gS rks visf{kr dkjZokbZ NA

35 iFk dk LokfeRo ;fn iFk fuekZ.k foHkkx dk ugha gS rks vf/kxzg.k fd fLFkfr IkFk dk LokfeRo gSA

36 Road Safety ds vo;oksa dk izko/kku fd;k x;k gS

37 fdl frfFk ls izHkkoh SOR ij izkDdyu vk/kkfjr gS April-25

38 oÙkZeku esa iFk esa ;fn dksbZ dk;Z gks jgk gS rFkk ,djkjukek pkyw gS rks foLr`r lwpuk NA

39 ;fn Bye Pass vFkok u;k ekxZjs[ku izLrkfor gS rks ekxZjs[ku vuqeksnu dk izlax NA

dk;Zikyd vfHk;ark v/kh[k.k vfHk;ark

iFk dh foLr`r fooj.kh

1 iFk dk uke :- Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

2 uo vf/kxzfgr (Date of Notification) @ iwoZ ls RCD ds LokfeRo esa gSA :- RCD ds LokfeRo esa gSA

3 iFk dh dqy yEckbZ :- 14.000Km

4 izLrkfor iFkka'k dh yEckbZ Bituminous :- 13.325Km

5 iFk ds vo'ks"k iFkka'k dh fLFkfr :- lkekU;

6 ROW STATUS :- 12m-18m (Approx)

7 iFk ijr dh orZeku pkSM+kbZ (ehVj esa) :- 5.5m-11m (Approx)

8 izLrkfor iFk ijr dh pkSM+kbZ (ehVj esa) :- 11.5m to 14m

9 iFkka'k dk izkjEHk fcUnq :- Lelha Chowk

10 iFkka'k dk vafre fcUnq :- Kushwaha Chowk

11 eq[; LFkkuks tgka ls iFk xqtjrh gSA HkkSxksfyd fLFkfr :- Dalan Chowk, Ambedkar Chowk, Mirchaibari Chowk, Manihari More, Gausala Chowk, Sarifganj Chowk, Udama Rahika Chowk

12 iFk dh egRrk :- ;g iFk 'kgj dk egRoiw.kZ lM+d gS] tks ckbZikl ds #i esa NH131 A dks tksM+rh gSA

13 rduhfd vuqeksfnr jkf'k (TA AMOUNT) :-

14 Cost Break up :-

¼ii½ iqy&iqfy;k :- Rs.0.00

¼iii½ RCC ukyk@Cross Drain :- Rs.0.00

¼iv½ Hkw&vtZu :-

¼v½ Utility Shifting :- Rs.108732928.00

¼vi½ Unit cost per Km overall :- Rs.26700407.80

¼vii½ Unit Cost per Km Road Crust :- Rs.0.00

15 ;g iFk OPRMC esa 'kkfey gS? vxj gkW rk iw.kZ rF; :- ugh

dk;Zikyd vfHk;ark v/kh{k.k vfHk;ark eq[; vfHk;ark

izkDdyu izfrosnu esa dafMdkokj lwpuk;sa

¼iz/kku lfpo] iFk fuekZ.k foHkkx] iVuk ds i=kad & 3089¼,l0½ fnukad 17-04-2018½

5.1 ;kstuk dh Iyku@ Iyku layXu

5.2 iFk dh foLr`r fooj.kh jkT; fcgkj

foHkkx iFk fuekZ.k foHkkx

vapy iFk vapy]iwf.kZ;kW

izeaMy iFk izeaMy]dfVgkj

voj izeaMy iFk voj izeaMy] dfVgkj

iFk dk izdkj MDR

iFk dh dqy yEckbZ 14.00Km

iFk izeaMy] dfVgkj vUrxZr iFkka'k dh yEckbZ 14.00Km

iFk ijr dh oÙkZeku pkSM+kbZ 5.5m-11m (Approx)

iFk ijr dh izLrkfor pkSM+kbZ 11.5m to 14m

(i) izkjEHk fcUnq Lelha Chowk

(ii) vUr fcUnq Kushwaha Chowk

(iii) eq[; LFkku tgkW ls iFk xqtjrk gS %& Dalan Chowk, Ambedkar Chowk, Mirchaibari Chowk, Manihari More, Gausala Chowk, Sarifganj Chowk, Udama Rahika Chowk

(iv) HkksxkSfyd fLFkfr %& Plain Terrain, Semi Tropical ;g 'kgjh {ks= gSA

(v) iFk ds laca/k esa vU; egRoiw.kZ tkudkjh ;g iFk 'kgj dk egRoiw.kZ lM+d gS] tks ckbZikl ds #i esa NH131 A dks tksM+rh gSA

5.3 Existing Road ds Crust dh oÙkeku fLFkfr

Chainage Existing PQC BT Brick Soling Earthen

Length Width Fair Good Fair Good

62.110Km 63.010Km 0.90km 7.00m Fair

47.350Km 51.925Km 4.575km 7.00m Fair

52.600Km 60.450Km 7.850km 5.50m Fair

5.4 Proposed Crust dk Specification ,oa Existing ds lkFk rqyukRed fooj.kh

Length Condition Existing Provision Remarks

Length Width Thickness Widening Strengthening

5.5 Chainage Wise ROW dk TABLE

Chainage Length Land Use Type Village Name Row

62.110Km 63.010Km 0.900km Market/House 25.0m

47.350Km 51.925Km 4.575km Market/House 22.0m

51.925Km 52.600Km 0.675km Market/House 25.0m

52.600Km 60.450Km 7.850km Market/House 22.0m

5.6 Existing iqy@iqfy;k dh fooj.kh ,oa vfrfjDr izLrkfor iqy@iqfy;k ds rdZ ds lkFk fooj.kh%&

Chainage Existing Provision Gap Length

Type Size Condition Type Size Remarks

54.119 Causeway 2X4X2 Good Dismantal

5.8 Traffic Survey and Design layXu

5.9 Lead Chart layXu

6 Special condition for PQC, Protection, Retaining wall etc with justification

PQC Provided in existing PCC portion, where inhabitants raised their plinth level as a result water flows in road

izekf.kr fd;k tkrk gS] fd izkDdyu esa fd;s x, izko/kku ds izko/kukuqlkj

LFky dh vko';drk ds vuq#i gSA iFk dh oÙkZeku fLFkfr ,oa fd;s x, izko/kkuksa ds laca/k esa dk;Zikyd vfHk;ark ,oa vk/khuLFk vfHk;arkvksa }kjk LFky Hkze.k ds mijkUr izkDdyu rS;kj fd;k x;k gSA

J.E. / Road A.E. / Road Executive Engineer

Katihar Katihar Road Division, Katihar

GOVINDPUR SE HASANGANJ TBM LIST

CHINAGE TBM NO FRL TBM DESTINATION

0 TBM-1 100 TBM-1 ON ELECTRIC POLE LEFT SIDE

600 TBM-2 99.79 TBM-2 ON ELECTRIC POLE LEFT SIDE

887 TBM-3 99.53 TBM-3 ON CULVERT PARAPET TOP

1500 TBM-4 99.32 TBM-4 ON CULVERT PARAPET TOP

1788 TBM-5 100.47 TBM-5 ON HP CULVERT PARAPET TOP

2081 TBM-6 100.33 TBM-6 ON RCC BRIDGE

2378 TBM-7 99.26 TBM-7 ON HP CULVERT PARAPET TOP

2909 TBM-8 100.28 TBM-8 ON RCC CULVERT

3300 TBM-9 99.42 TBM-9 ON HP CULVERT PARAPET TOP

3566 TBM-10 99.995 TBM-10 ON RCC CULVERT TOP

4368 TBM-11 101.245 TBM-11 ON ELECTRIC POLE RIGHT SIDE

4699 TBM-12 102.68 TBM -12 ON RCC BRIDGE LEFT SIDE

CHAINAGE - 0.00 to 100.00 m

Widening portion width 4 + 6 = 5.00m - 1.20m = 3.80m x 100m = 380.00m2

CHAINAGE - 100.00 to 200.00 m

CHAINAGE - 200.00 to 300.00 m

CHAINAGE - 300.00 to 400.00 m

CHAINAGE - 400.00 to 500.00 m

CHAINAGE - 500.00 to 600.00 m

CHAINAGE - 600.00 to 700.00 m

CHAINAGE - 700.00 to 800.00 m

CHAINAGE - 800.00 to 900.00 m

CHAINAGE - 900.00 to 1000.00 m

CHAINAGE - 1000.00 to 1100.00 m

CHAINAGE - 1100.00 to 1200.00 m

CHAINAGE - 1200.00 to 1300.00 m

CHAINAGE - 1300.00 to 1400.00 m

CHAINAGE - 1400.00 to 1500.00 m

CHAINAGE - 1500.00 to 1600.00 m

CHAINAGE - 1600.00 to 1700.00 m

CHAINAGE - 1700.00 to 1800.00 m

CHAINAGE - 1800.00 to 1900.00 m

CHAINAGE - 1900.00 to 2000.00 m

CHAINAGE - 2000.00 to 2100.00 m

Total 19010.00m2

Name of Work :- Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

ABSTRACT OF COST

Sl No Particulars Values

Cost of Road work

(ii) Base and Sub base Rs.81485314.00

(iii) Flexiable Pavement Rs.232579380.00

(iv) Misc Work Rs.22224245.00

(v) CC Pavment Rs.2355218.00

(vi) Dismantling work Rs.145731.00

(vii) Diversion work Rs.0.00

(viii) Road Appurtenance Rs.9212373.21

1- Total Civil Cost (A) Rs.373805709.21 363805709.206846

2- Price Excalation 4% on (A) Rs.14952228.00

2. Contingency @ 1% up to 1 Crore and 0.5% on rest of

4- LWL @ 1% ON 'B' Rs.3887579.00 GST Value @ 18 % #REF!

5- Contigency on A (1% on 1 Cr and 0.5% for the rest amount ) Rs.1919028.55 Seigionrage fee @ 10 % #REF!

6- 1% for Meeting the cost of devising and operation of Quality Assurance System on A Rs.3738057.09

7- 0.5% Towards work Charged Establishment on A Rs.1869028.55

6- Seignorage (Lumsum) Rs.4918576.00

9- Land Acquisition Rs.0.00

10- Utility Shifting (Including GST) Rs.108732928.00

11- Electric SuperVision Charge + Labour Cess Rs.4161424.00

12- Compantation & Handing Charge (Lumsum) Rs.2500000.00

13- Road Safety Audit @21000/Km Rs.294000.00

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

DETAILED ESTIMATE FOR CONSTRUCTION OF 1 X 2M X 2M RCC CELL BOX CULVERT

Sl No ITEM OF WORK Quantity UNIT RATE AMOUNT

1/15.01 b Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.

182.918 Cum 126.3 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.23102.53

2/15.11 A Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

Below Base Slab

Below Approach slab

27.450 Cum 6574.5865 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.180472.40

3/15.12A Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

A RCC Grade M20

Using Concrete Mixer

Box Structure Vide Page ….. Of 54.000 Cum

Return Footing 4 x 3 x 1.96 23.520 Cum

Return Wall 4 x 3 x 1.7 20.400 Cum

97.920 Cum 8606.788745 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.842776.75

4/15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.

2 x 3.50 x 12.00 x 0.30 25.200 Cum 11504.699495 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.289918.43

5/15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.

( 2.00 + 2 x 0.3 + 7.00 ) 10.9 x 0.075 7.848 Cum 13670.411995 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.107285.39

6/14.07 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

2 x ( 2.00 + 2 x 0.3 + 7 ) 19.200 Cum 2191.8581488 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.42083.68

7/15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications

Box Structure vide page ….. of 3.458 mt

Return wall 4.905 mt

8.363 mt 83706.225 @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt Rs.700060.27

8/15.17 Drainage spouts complete as per Drawing and Technical Specifications.

4.000 No 1066.7 @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt Rs.4266.80

9/15.24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Behind box 2 x 12.00 x 1.3 x 0.3 = 9.360

12 cont Behind wing wall 4 x 3.818 x 1.404 + 0.5 x 0.3 = 4.362

13.722 Cum 2841.952 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.38996.37

10/15.23 B Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.

17.563 Cum 886.84 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.15575.56

11/15.14 Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

4 Nos = 36.000 Cum

60.000 Cum 171.851275 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.10311.08

12/15.22 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

24.000 Cum 546.9 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.13125.60

13/3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

350.000 Cum 211.3 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.73955.00

14/4.01A Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

Diversion 1.0 x 50.00 x 3.75 x 0.150 = 28.125 Cum

20% for maintenace = 5.625 Cum

33.750 Cum 2938.99083176 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.99190.94

15/9.04 Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

2 x 10 m = 20.000 sqm 9314.04967166667 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.186280.99

16/15.21 Painting two coats on new concrete surface painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

100.000 sqm 126.7 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.12670.00

17/2.04 II A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres

12.270 Cum 865.1 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.10614.78

Total Rs.2650686.57

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

Road Circle, Purnea

Road Division, Katihar

major district road project

DETAILED PROJECT REPORT FOR TECHNICAL APPROVAL

District : Katihar

Block : Katihar

Project Name : Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Estimated Cost : Rs.587078500.00

Length of Road : 14.00Km

CBR Test of Soil (For Subgrade Soil Only) (IS : 2720 (Part - 16)

Name of Road - Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Capacity of Proving Ring = 50000Kg

Value of 1 Divn in Kg = 2

Time of Penetration @ 1.25

Bill of Quantity

Road Division, Katihar

Name of Work :- Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Earnest Money :- Rs.6252000.00 62.52

Cost of BOQ :- Rs.10000.00 0.1

Bid Processing Fee :- As Appeared on e-Proc2 #VALUE!

Time of Completion :- 18 Month

Sl no Item No Item of Work Quantity Rate Amount

1 2.01(i) (A) Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.

(ii) Girth from 600mm to 900mm 17.000 Nos Rs.786.30Per Nos Rs.13367.00 Rs.13367.00

(iii) Girth from 900mm to 1800mm 101.000 Nos Rs.1396.40Per Nos Rs.141036.00 Rs.141036.00

(iv) Girth above 1800mm 58.000 Nos Rs.2792.80Per Nos Rs.161982.00 Rs.161982.00

2 Translocationoftreesofdifferentgirthsincludingminimumpruningthebranches,uprootingoftrees,translocation,applyingrequiredhormone/chemicalsonroots,plantationandtakingcareoftreesminimumuptooneyear,removalofserviceablebranches stumps carriage of serviceable

(ii) Girth from 300mm to 600mm 11.000 Nos Rs.9880.70Per Nos Rs.108688.00 Rs.108688.00

3 2.03 (iii) A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.

4 3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Quantity as per Calculation Chart 110166.93m3

Less quantity of Excavation - 29266.35m3 #REF!

5 3.13 (i) B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

As Per Detail Mesurement (Annuxre-A) 28922.10Cum Rs.102.90Per m3 Rs.2976084.00 0 + 0 Rs.2976084.00 7609813

6 3.17 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.

As Per Detail Mesurement (Annuxre-A) 28922.10Cum Rs.61.90Per m3 Rs.1790278.00 0 + 0 Rs.1790278.00

7 4.01 (B) i Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

As Per Detail Mesurement (Annuxre-B) 14590.055Cum Rs.2720.33Per m3 Rs.39689764.00 14573.18 + 16.875 Rs.39689764.00 39688305

8 4.14(B) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

As Per Detail Mesurement (Annuxre-C) 14168.175Cum Rs.2949.96Per m3 Rs.41795550.00 Rs.41795550.00

9 5.04(B) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.

As Per Detail Mesurement (Annuxre-D) 11430.375Cum Rs.12549.00Per m3 Rs.143439776.00 Rs.143439776.00

10 5.05(B) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.

As Per Detail Mesurement (Annuxre-E) 5379.000Cum Rs.14223.77Per m3 Rs.76509659.00 Rs.76509659.00

11 5.02 (i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

As Per Detail Mesurement (Annuxre-F) 56672.700Sqm

As Per Detail Mesurement (Annuxre-H) 134475.000Sqm

5.02(iii) For PCC Portion

As Per Detail Mesurement (Annuxre-H) 9112.500Sqm Rs.22.66Per m2 Rs.206489.00 Rs.206489.00

12 5.01 (A) Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

As Per Detail Mesurement (Annuxre-G) 56672.700Sqm Rs.51.88Per m2 Rs.2940180.00 Rs.2940180.00

13 5.11 A Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.

As Per Detail Mesurement (Annuxre-I) 7425.000Sqm Rs.878.18Per m2 Rs.6520487.00 Rs.6520487.00

14 9.02 Sand Filling in Foundation Trenches as per Drawing & Technical Specification

As Per Detail Mesurement (Annuxre-J) 101.250cum Rs.408.81Per m3 Rs.41392.00 Rs.41392.00

15 11.79 (BCD) RCD Latter No 23 Date 15.09.23 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern.

As Per Detail Mesurement (Annuxre-K) 2025.000Sqm Rs.1142.63Per m2 Rs.2313826.00 Rs.2313826.00

16 8.23 A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

17 9.06 B (ii) Plain/Reinforced cement concrete in substrucutre complete as per drawing and Technical specifications (PCC M-20)

As Per Detail Mesurement (Annuxre-L) 2516.544cum Rs.6863.23Per m3 Rs.17271620.00 Rs.17271620.00

18 8.08 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Total Length - 11160.60m

19 3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

20 4.2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

19 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

(i) 90cm equilateral triangle for cross road curve and school 90.000 Nos Rs.6606.70Per each Rs.594603.00 Rs.594603.00

20 ii 90cm high octagon for stop symbol at major junction + type 8.000 Nos Rs.10234.60Per each Rs.81877.00 Rs.81877.00

21 iii 60cm circular for speed limit at school market and residential area and no horn for hospital 40.000 Nos Rs.5838.80Per each Rs.233552.00 Rs.233552.00

22 iv 80x60cm rectangular for place identification 24.000 Nos Rs.8069.20Per each Rs.193661.00 Rs.193661.00

23 8.07 (B) Direction and place identification signs over head (Gantry) signboard

Start and end 4.000 Nos Rs.0Per each Rs.0.00

23 8.03 i Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)

2 X 31.20sqm X 10000 / 10 62400.000 Nos Rs.1.4Per cm per letter Rs.87360.00 Rs.87360.00

24 8.14 Kilometre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 3138076 Rs.0.00

5th kilometre stone (Precast) 4 Nos Rs.4636.28Per each Rs.18545.00 Rs.18545.00

25 Ordinary Km stone (precast) 10 Nos Rs.2723.96Per each Rs.27240.00 Rs.27240.00

26 Hectometer Stone (precast) 24 Nos Rs.765.72Per each Rs.18377.00 Rs.18377.00

27 8.35 Providing and fixing of road stud 100 x 100mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar as per BS 873 part 4:1973

28 8.15 Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings

400 No Rs.795.30Per each Rs.318120.00 Rs.318120.00

29 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes

For Zebra Crossing in junctions

50 % of 46No x 2.0m x 7m 322.00Sqm

30 9.01B (I) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Rs.7906521.00

mechanical means

31 9.06 A C-II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

32 9.06 C C-II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

33 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Quantity vide item no.3 4.392Cum

70 @kg/m @kg/m 0.3074MT

34 8.07A Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

A) Vertical Post 300mm M.S. PIPE

2 x 6 = 12.0m 95.75 @kg/m @kg/m @kg/m @kg/m 1149.00Kg

B) MS plate at bottom of post(750 x 750 x 8mm)size

2 x 0.75 x 0.75 @kg/m @kg/m @kg/m

= 1.125sqm 62.8 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 70.65Kg

C) MS plate at bottom of post(700 x 700 x 12mm)size

= 2.940sqm 94.2 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 276.95Kg

D) Truss 60mm M.S. Pipe Length

= 160.000m 4.56 @kg/m @kg/m @kg/m @kg/m 729.60Kg

E) Back frame of sign board(50x50x5mm)

= 147.000m 3.5 @kg/m @kg/m @kg/m @kg/m 514.50Kg

F) 25mm dia 750mm long MS Bolt with nuts

= 16.000No 4.5 @kg/each @kg/each @kg/each @kg/each 72.00Kg

G) 25mm dia 75mm long MS Bolt with nuts

= 16.000No 0.5 @kg/each @kg/each @kg/each @kg/each 8.00Kg

H) MS plate to support verticle pipe (350 x 150 x 8mm)

= 1.680sqm 62.8 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 105.50Kg

@kg/m @kg/m @kg/m 2926.20Kg

35 8.07B Alluminium Alloy Plate for over head Sign

36 8.09 Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade

Truss 160 x 3.14 x 0.06 m 30.144Sqm

Back Frame 52.50 x 0.20 m 10.500Sqm

37 2.04 (ii) A Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Rs.18509119.05

38 2.04 (ii) B In Cement Mortar

39 9.01 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2340.000cum Rs.0.00Per m3 Rs.0.00

40 9.06 A C-I Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15

195.000cum Rs.0.00Per m3 Rs.0.00

41 9.06 C C-I Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M20 using batching plant, transit mixer & manual placing

1046.250cum Rs.0.00Per m3 Rs.0.00

42 9.07 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

94.163MT Rs.0.00Per MT Rs.0.00

Seignoragge Fee @ 10% Rs.4967133.00 Rs.378118704.22

Total (A) Rs.455722196.05

UTILITY ERECTION

1 9.07 This estimate has been framed for utility shifting of 33KV, 11 KV, LT Line and DSS along Dalan fourlane to Kushwaha Chowk four lane on request of Executive Engineer RCD, DIvision-Katihar, vide letter no-726, dated-09.06.25, regarding proposed rode widening and drainage system work, under "Deposit Head Scheme". Under ESS-Katihar(Mirchaibari), and BMP, ESSD-Katihar (Urban), ESD-Katihar.

HT Line 11 KV ( Volume of work 3 km)

1 13 Mtr. Rail Pole 402.000Nos Rs.55704.73 Rs.22393301.00

2 Tapping Channel 36.000Nos Rs.728.45 Rs.26224.00

3 11 KV Pin insulator with pin 1257.000Nos Rs.148.39 Rs.186526.00

4 11 KV Disc Insulator with H/W 288.000Nos Rs.448.00 Rs.129024.00

5 DP Top Channel 36.000Nos Rs.1650.59 Rs.59421.00

6 Dummy Clamp for Top Channel 72.000Nos Rs.134.67 Rs.9696.00

7 11 KV V-cross Arm 442.000Nos Rs.796.81 Rs.352190.00

8 Back Clamp for V-cross 442.000Nos Rs.133.56 Rs.59034.00

9 11 KV Top Bracket 384.000Nos Rs.268.41 Rs.103069.00

10 Back Clamp for 11 KV Top Bracket 384.000Nos Rs.133.56 Rs.51287.00

11 GI Stay Complete Set 72.000SET Rs.3266.00 Rs.235152.00

12 DP Channel support clamp A 144.000Nos Rs.140.65 Rs.20254.00

13 DP Cross Bracsing Channel 72.000Nos Rs.1225.29 Rs.88221.00

14 DP Channel support clamp B 144.000Nos Rs.154.69 Rs.22275.00

15 4.5 Meter complete earthing (Supply of Earthing pipe, Earth clamp Nut & Bolt charcoal/ Bentonite powder, salt) 18.000EACH Rs.2990.87 Rs.53836.00

16 ACSR Dog Conductor 66.000KM Rs.112620.86 Rs.7432977.00

17 M/S Fabricated Channel 0.000SET Rs.3113.00 Rs.0.00

18 Nut & Bolts 800.000KG Rs.114.86 Rs.91888.00

19 Guranding Bracket 402.000Nos Rs.728.45 Rs.292837.00

22 11 kv UG XLPE Cable 400 Sqmm 0.000KM Rs.1810120.00 Rs.0.00

23 End Termination Kit 0.000SET Rs.7995.00 Rs.0.00

24 HDPE pipe 0.000M Rs.710.00 Rs.0.00

25 Hume Pipe 0.000M Rs.1000.00 Rs.0.00

26 Bricks (Stone chips) 8742.000CFT Rs.80.00 Rs.699360.00

29 Stone Base Plate 402.000Nos Rs.353.00 Rs.141906.00

30 Stay stone plate 0.000Nos Rs.353.00 Rs.0.00

31 danger Board 402.000Nos Rs.68.00 Rs.27336.00

32 AB Switch 11 kv 400 A 6.000SET Rs.16461.00 Rs.98766.00

33 Coil Earthing 402.000Nos Rs.200.00 Rs.80400.00

34 Sundries 0.000LUS Rs.1.00 Rs.0.00

Total Rs.33476320.00

LT Line (volume of work-4.5km)

1 9 Mtr. Psc Pole 400 KG 45.000Nos Rs.4777.82 Rs.215002.00 9 Mtr. Psc Pole 400 KG

2 AB Cable 3x120 Sq.mm 24.000KM Rs.448654.88 Rs.10767717.00 AB Cable 3x120 Sq.mm

3 Suspension Clamp 222.000Nos Rs.349.81 Rs.77658.00 Suspension Clamp

4 Dead End 222.000Nos Rs.371.85 Rs.82551.00 Dead End

5 IPC Connector 888.000Nos Rs.130.79 Rs.116142.00 IPC Connector

6 GI Stay Complete Set 12.000Set Rs.3266.00 Rs.39192.00 GI Stay Complete Set

7 3 Phase SMDB box 222.000Nos Rs.2954.46 Rs.655890.00 3 Phase SMDB box

8 Stone Base Plate 45.000Nos Rs.353.00 Rs.15885.00 Stone Base Plate

9 Stay stone plate 0.000Nos Rs.353.00 Rs.0.00 Stay stone plate

10 danger Board 45.000Nos Rs.68.00 Rs.3060.00 danger Board

11 Coil Earthing 45.000SET Rs.200.00 Rs.9000.00 Coil Earthing

12 Sundries 0.000LUS Rs.1.00 Rs.0.00 Sundries

1 13 Mtr. Rail Pole 76.000Nos Rs.55704.73 Rs.4233559.00 13 Mtr. Rail Pole

2 11 KV Pin Insulator with pin 114.000Nos Rs.148.39 Rs.16916.00 11 KV Pin Insulator with pin

3 11 KV Disc Insulator with H/W fitting 228.000Set Rs.448.00 Rs.102144.00 11 KV Disc Insulator with H/W fitting

4 11 KV Tapping Channel 76.000Nos Rs.728.45 Rs.55362.00 11 KV Tapping Channel

5 ACSR Rabbit Conductor 1.000Km Rs.59395.72 Rs.59396.00 ACSR Rabbit Conductor

6 Stay sety Complete with wire 76.000Set Rs.2234.58 Rs.169828.00 Stay sety Complete with wire

7 Stay Clamp 0.000Set Rs.104.00 Rs.0.00 Stay Clamp

8 V BRACKET 38.000 Rs.796.81 Rs.30279.00 V BRACKET

9 AB Switch Base channel 76.000Nos Rs.1512.94 Rs.114983.00 AB Switch Base channel

10 Transformer Base Channel 76.000Nos Rs.2100.75 Rs.159657.00 Transformer Base Channel

11 Top Channel 76.000Nos Rs.2100.75 Rs.159657.00 Top Channel

12 HG Fuse Set base Channel 76.000Nos Rs.1512.94 Rs.114983.00 HG Fuse Set base Channel

13 H.G. Fuse Set 38.000Nos Rs.7382.69 Rs.280542.00 H.G. Fuse Set

14 Sport Clamp For Channel 152.000Set Rs.133.14 Rs.20237.00 Sport Clamp For Channel

15 Ab Switch 200 AMP 38.000Set Rs.15517.00 Rs.589646.00 Ab Switch 200 AMP

16 LA Set Complete 38.000Set Rs.1046.53 Rs.39768.00 LA Set Complete

17 Erthing Set Copmplete 114.000Set Rs.1822.00 Rs.207708.00 Erthing Set Copmplete

18 G. I. Wire No. 8 400.00Kg Rs.55.77 Rs.22308.00 G. I. Wire No. 8

19 G. I. Wire No. 10 200.00Kg Rs.53.76 Rs.10752.00 G. I. Wire No. 10

20 PG Clamp 228.000Nos Rs.145.38 Rs.33147.00 PG Clamp

21 Transformer Belting Angle 76.000Nos Rs.988.85 Rs.75153.00 Transformer Belting Angle

22 LT Busbar 38.000Nos Rs.728.45 Rs.27681.00 LT Busbar

23 LT Bracket 76.000Nos Rs.172.97 Rs.13146.00 LT Bracket

24 Shakle Insulator With Fitting 304.000Set Rs.88.50 Rs.26904.00 Shakle Insulator With Fitting

25 LT Pin Insulator With Fitting 304.000Set Rs.88.00 Rs.26752.00 LT Pin Insulator With Fitting

26 Back Clamp 76.000Nos Rs.133.56 Rs.10151.00 Back Clamp

27 Nut & Bolt 500.000Kg Rs.114.86 Rs.57430.00 Nut & Bolt

28 Distribution box with MCCBs 38.000Set Rs.9723.00 Rs.369474.00 Distribution box with MCCBs

29 Stone Base Plate 76.000Nos Rs.353.00 Rs.26828.00 Stone Base Plate

30 Stay stone plate 0.000Nos Rs.353.00 Rs.0.00 Stay stone plate

31 danger Board 76.000Nos Rs.68.00 Rs.5168.00 danger Board

32 Earth clamp for earth wire 0.000Each Rs.65.18 Rs.0.00 Earth clamp for earth wire

33 Coil Earthing 0.000No Rs.250.00 Rs.0.00 Coil Earthing

34 Sundries 0.000LUS Rs.1.00 Rs.0.00 Sundries

Total Rs.7059559.00

1 13 Mtr. Rail Pole 61.000Nos Rs.55704.73 Rs.3397989.00 13 Mtr. Rail Pole

2 33 kv V-Cross 55.000Nos Rs.1626.58 Rs.89462.00 33 kv V-Cross

3 33 kv Top Bracket 16.000Nos Rs.145.00 Rs.2320.00 33 kv Top Bracket

4 33 kv Pin Insulator with pin 126.000Nos Rs.447.27 Rs.56356.00 33 kv Pin Insulator with pin

5 ACSR Wolf Conductor 10.800Km Rs.162159.14 Rs.1751319.00 ACSR Wolf Conductor

6 Nut&Bolt 60.000Kg Rs.114.86 Rs.6892.00 Nut&Bolt

7 Back Clamp 71.000Nos Rs.145.38 Rs.10322.00 Back Clamp

8 AB Switch 33 kv 630 A 1.000Set Rs.39188.98 Rs.39189.00 AB Switch 33 kv 630 A

9 GI Stay Complete Set 20.000Set Rs.2234.58 Rs.44692.00 GI Stay Complete Set

10 33 kv disc insulator with fitting 78.000Set Rs.1296.00 Rs.101088.00 33 kv disc insulator with fitting

11 33 cross bracing 48.000Nos Rs.994.15 Rs.47719.00 33 cross bracing

12 Support clamp for rail pole 192.000Set Rs.134.67 Rs.25857.00 Support clamp for rail pole

13 33 kv line dp channel 48.000Nos Rs.2363.35 Rs.113441.00 33 kv line dp channel

14 Back clamp for rail pole 0.000Set Rs.146.00 Rs.0.00 Back clamp for rail pole

15 AB Switch Base channel 2.000Set Rs.2363.35 Rs.4727.00 AB Switch Base channel

16 Nut & Bolts 40.000Kg Rs.114.86 Rs.4594.00 Nut & Bolts

17 Stone Base Plate 61.000Nos Rs.353.00 Rs.21533.00 Stone Base Plate

18 Stay stone plate 0.000Nos Rs.353.00 Rs.0.00 Stay stone plate

19 danger Board 61.000Nos Rs.68.00 Rs.4148.00 danger Board

20 Earth clamp for earth wire 0.000Each Rs.65.18 Rs.0.00 Earth clamp for earth wire

21 Coil Earthing 61.000Nos Rs.200.00 Rs.12200.00 Coil Earthing

22 Sundries 0.000LUS Rs.1.00 Rs.0.00 Sundries

Total Rs.5733848.00

Total (11kv+LT Line+DSS+33kv) Rs.58251824.00

Transportaion 4% Rs.2330073.00

Labour Cost (Amount Taken from Utility Shifting TS) including GST Rs.4647290.00 Rs.4647290.00

Total Cost of Erection Rs.66394223.00

Dismantled Material

1 13 Mtr. Rail Pole 361.000Nos Rs.55704.73 Rs.20109408.00

2 ACSR Rabbit Conductor 69.000Nos Rs.59395.72 Rs.4098305.00

3 DSS DP Channel support clamp A 38.000Nos Rs.140.65 Rs.5345.00

4 DSS DP Channel support clamp B 38.000Nos Rs.154.69 Rs.5878.00

5 HG Fuse Set base Channel 38.000Km Rs.1512.94 Rs.57492.00

6 AB Switch Base Channel 38.000Kg Rs.1512.94 Rs.57492.00

7 Transformer Base Channel 38.000Nos Rs.2100.75 Rs.79829.00

8 Support clamp for Tr. Base, AB Switch Base,HG Fuse Base 228.000Set Rs.133.14 Rs.30356.00

9 Transformer Belting Channel With Support 76.000Set Rs.988.85 Rs.75153.00

10 AB Cable 120 Sq. mm+95 Sq mm. 21.000Set Rs.448654.88 Rs.9421752.00

11 Belting angle Clamp 38.000Nos Rs.145.38 Rs.5524.00

12 Tapping Channel 38.000Set Rs.728.45 Rs.27681.00

Total Rs.33974215.00

Transportaion 4% Rs.1358969.00

Labour Cost (Amount Taken from Utility Shifting TS) including GST Rs.320095.00 Rs.320094.00

Total Dismataling Cost Rs.2358548.00

Total (X) Rs.68752771.00

L/Cess Charge on X Rs.687528.00

Total B Rs.69440299.00

Total A+B Rs.525162495.00

13 Mtr. Rail Pole

ACSR Rabbit Conductor

DSS DP Channel support clamp A

DSS DP Channel support clamp B

HG Fuse Set base Channel

AB Switch Base Channel

Transformer Base Channel

Support clamp for Tr. Base, AB Switch Base, HG Fuse Base

Transformer Belting Channel With Support

AB Cable 120 Sq. mm+95 Sq mm.

Belting angle Clamp

Tapping Channel

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

CONSTRUCTION OF ROAD FROM MINAPUR TO SALMARI ROAD IN 1ST KM (LEFTOUT PORTION)

Sl no Item No Item of Work Quantity Rate Amount

1 2.03 (i) A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.

2 3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Quantity as per Calculation Chart 9414.536 Cum

Less for rcc culvert qty 302.000 Cum

Less GSB 193.545 Cum

Less WMM 322.575 Cum

Less DGBM 83.870 Cum

Less BC 38.709 Cum

Total Earth work 8473.838 Cum

3 3.17 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.

(Obtained from existing kutcchi road)

4 4.01A Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

Typical Section Type - 1

For Crust & Drainage layer

Add 2% for Curve 3.795 Cum

Total Quantity 193.545 Cum Rs.3233.79Per m3 Rs.625884.12

5 4.14A Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

T.C. Type-1,2&3 excluding bridge and culvert gap

Add 2% for Curve 6.325 Cum

6 5.01A Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

T.C. Type-1,2&3 excluding bridge and culvert gap

Add 2% for Curve 25.30Sqm

7 5.01A Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Tack Coat on Bituminous Surface

T.C. Type-1,2&3 excluding bridge and culvert gap

Add 2% for Curve 25.30Sqm

8 5.02 II Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Tack Coat on Granular Surface treated with primer

T.C. Type-1,2&3 excluding bridge and culvert gap

Add 2% for Curve 25.30Sqm

9 5.04 B Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.

T.C. Type-1,2&3 excluding bridge and culvert gap

Add 2% for Curve 1.64cum

10 5.05B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.

T.C. Type-1,2&3 excluding bridge and culvert gap

Add 2% for Curve 0.76cum

11 16.01 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

12 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

13 16.02 Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.

14 8.06 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

2.000 Nos Rs.13508.40Per each Rs.27016.80

15 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

46.00Sqm Rs.613.30Per m2 Rs.28211.80

16 8.16 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting

154.000 Nos Rs.498.00Per each Rs.76692.00

Total Rs.9195268.25

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

2/ 6.01 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Breakdown Details of DLC at ch. 0.00 to 290.00m & 535.00 to 3500m for Dismantal Portion and 290.00m to 535.00m & 3500 to 5500m for Widening Portion

Chaiange Length (A) Total Provied Width (B) Existing Carriage Width (C) Total Widening Width D= (B-C) Depth (E) Qty (E=A*B*E)

Breakdown Details of DLC at ch. 290.00 to 535.00m for Widening Portion (Qty E= A*D*E)

Breakdown Details of DLC at ch. 535.00 to 5500 for Dismantal Portion (Qty E= A*B*E)

Breakdown Details of DLC at ch. 290.00 to 535.00m for Widening Portion (Qty E= A*D*E)

Total 2739.75m3

3/ 6.02 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.

Breakdown Details of PQC at ch. 0.00 to 290.00m & 535.00 to 3500m for Dismantal Portion and 290.00m to 535.00m & 3500 to 5500m for Widening Portion

Chaiange Length (A) Total Provied Width (B) Existing Carriage Width (C) Total Widening Width D= (B-C) Depth (E) Qty (E=A*B*E)

Breakdown Details of PQC at ch. 290.00 to 535.00m for Widening Portion (Qty E= A*D*E)

Breakdown Details of PQC at ch. 535.00 to 5500 for Dismantal Portion (Qty E= A*B*E)

4/ 2.06 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.

For Existing Carriage way qty at ch.0.00 to 290m & 535 to 2652m

Chaiange Length Existing Carriage Width Total Depth Qty

290.00 to 400.00 110.00m 4.50m Widenening and Mastic Portion 0.00m3

3500.00 to 3600.00 100.00m 5.00m Widenening and PQC 0.00m3

4100.00 to 4200.00 100.00m 5.00m Widenening and PQC 0.00m3

Total 2618.88m3

Detail Mesurement

2/ 12.1 (i)/B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Chaiange Length Side Total Widening Width Total Depth Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. 47.35 to 60.45)

Total 29266.35m3

3/4.2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

Chaiange Length Side Total Widening Width Total Depth Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. 47.35 to 60.45)

Total 14471.93m3

4/4.14(A) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Chaiange Length Side Total Widening Width Total Depth Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. Ch. 47.35 to 60.45)

Total 14168.18m3

5/5.04(B) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.

Chaiange Length Total Widening Width Total Depth Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. 47.35 to 60.45)

Total 11430.38m3

6/5.05(B) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.

Chaiange Length Total Widening Width Total Depth Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. 47.35 to 60.45)

5.02 (i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Chaiange Length Side Total Widening Width Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

62.557 to 62.621 64.40m Bhashna Bridge Gap

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. 47.35 to 60.45)

51.925 to 52.600 675.00m 2 old Pcc Portion 0.00m

54.875 to 55.975 1100.00m 2 Gaushala Railway gap

57.525 to 58.900 1375.00m 2 Sarifganj Bridge Gap

Total 56672.70m2

5.01 (A) Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Chaiange Length Side Total Widening Width Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

62.557 to 62.621 64.40m Bhashna Bridge Gap

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. 47.35 to 60.45)

51.925 to 52.600 675.00m 2 old Pcc Portion 0.00m 0.00m2

54.875 to 55.975 1100.00m 2 Gaushala Railway gap

57.525 to 58.900 1375.00m 2 Sarifganj Bridge Gap

Total 56672.70m2

5.02 (i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Chaiange Length Side Total Widening Width Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. 47.35 to 60.45)

54.875 to 55.975 1100.00m Gaushala Railway gap

Total 134475.00m2

5.02 (iii) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

For Pcc Portion

Total 9112.50m2

5.11 Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.

Chaiange Length Side Total Widening Width Total Depth Qty

Ambedkar chowk to manihari more

Total 9112.50m2

6.01 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Chaiange Length Side Total Widening Width Total Depth Qty

Ambedkar chowk to manihari more

6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Chaiange Length Side Total Widening Width Total Depth Qty

Ambedkar chowk to manihari more

13.5 B (p) Plain/Reinforced cement concrete in substrucutre complete as per drawing and Technical specifications

Chaiange Length Side Width Height Qty

Part- I (From Lelha Chowk to IOCL Petrol Pump via Bhasna Bridge Ch. 62.02 to 63.01)

62.557 to 62.621 64.40m Bhashna Bridge Gap

Part- II (From DalanChowk to Kushwaha Chowk via Mirchaibari,AmbedkarChowk, AmarjawanChowk, Gausala & Udamarahika Ch. 47.35 to 60.45)

51.925 to 52.600 675.00m 1 old Pcc Portion 0.00m

54.875 to 55.975 1100.00m 1 Gaushala Railway gap

57.525 to 58.900 1375.00m 1 Sarifganj Bridge Gap

Deduction for Gap Portion 300.00m 1 (0.50m + 0.30m)/2 =0.40m 0.60m 72.00m3

Total 2516.54m3

Road Appurtenances (Road Signage)

Sl no Item No Item of Work Quantity Rate Amount

1 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

(i) 90cm equilateral triangle for cross road curve and school 90.000 Nos Rs.9831Per each Rs.884777.63

2 ii 90cm high octagon for stop symbol at major junction + type 8.000 Nos Rs.6736Per each Rs.53886.90

3 iii 60cm circular for speed limit at school market and residential area and no horn for hospital 40.000 Nos Rs.5523Per each Rs.220914.50

4 iv 80x60cm rectangular for place identification 24.000 Nos Rs.4525Per each Rs.108603.90

5 8.07 (B) Direction and place identification signs over head (Gantry) signboard

Start and end 4.000 Nos Rs.792144Per each Rs.3168574.63

6 8.03 i Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)

2 X 31.20sqm X 10000 / 10 62400.000 Nos Rs.1Per cm per letter Rs.81120.00

7 8.14 Kilometre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

5th kilometre stone (Precast) 4 Nos Rs.4719Per each Rs.18875.77

8 5th kilometre stone (Precast) 10 Nos Rs.2782Per each Rs.27815.86

9 5th kilometre stone (Precast) 24 Nos Rs.784Per each Rs.18815.96

10 8.35 Providing and fixing of road stud 100 x 100mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar as per BS 873 part 4:1973

11 8.15 Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings

400 No Rs.795Per each Rs.317840.00

12 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes

For Zebra Crossing in junctions

50 % of 46No x 2.0m x 7m 322.00Sqm

Total Rs.9212373.21

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

DETAILED ESTIMATE FOR CONSTRUCTION OF 2 X 2M X 2M RCC CELL BOX CULVERT

Sl No ITEM OF WORK Quantity UNIT RATE AMOUNT

1/15.01 b Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.

226.504 Cum 126.3 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.28607.40

2/15.11 A Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

Below Base Slab

Below Approach slab

31.122 Cum 6574.5865 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.204614.28

3/15.12A Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

A RCC Grade M20

Using Concrete Mixer

Box Structure Vide Page ….. Of 91.00 Cum

Return Footing 4 x 3 x 1.96 23.52 Cum

Return Wall 4 x 3 x 1.7 20.40 Cum

134.92 Cum 8606.788745 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.1161227.94

4/15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.

2 x 3.50 x 12.00 x 0.30 25.200 Cum 11504.699495 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.289918.43

5/15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.

( 5.04 + 2 x 0.37 x 7.00 ) 10.9 x 0.075 10.448 Cum 13670.411995 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.142823.68

6/14.07 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

2 x ( 5.04 + 2 x 0.37 + 7 ) 25.560 Cum 2191.8581488 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.56023.89

7/15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications

Box Structure vide page ….. of 5.650 mt

Return wall 4.905 mt

10.555 mt 83706.225 @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt Rs.883544.32

8/15.17 Drainage spouts complete as per Drawing and Technical Specifications.

4.000 No 1066.7 @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt Rs.4266.80

9/15.24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

12 cont Behind wing wall 4 x 3 x 1.462 + 0.5 x 0.3 = 3.532

13.252 Cum 2841.952 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.37660.41

10/15.23 B Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.

18.706 Cum 886.84 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.16589.36

11/15.14 Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

4 Nos = 36.000 Cum

60.000 Cum 171.851275 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.10311.08

12/15.22 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

24.000 Cum 546.9 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.13125.60

13/3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Diversion 1 x 50 x 5 + 9 x 1 av = 350.000

350.000 Cum 211.3 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.73955.00

14/4.01A Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

Diversion 1.0 x 50.00 x 3.75 x 0.150 = 28.125 Cum

20% for maintenace = 5.625 Cum

33.750 Cum 2938.99083176 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.99190.94

15/9.04 Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

2 x 10 m = 20.000 sqm 9314.04967166667 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.186280.99

16/15.21 Painting two coats on new concrete surface painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

120.000 sqm 126.7 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.15204.00

17/2.04 II A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres

12.270 Cum 865.1 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.10614.78

Total Rs.3233958.90

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

SIDE DRAIN COVER

Sl no Item No Item of Work Quantity Rate Amount

1m length & 1.2m Width Drain Cover Calculation for RCC M-20

1m length & 1.2m Width Drain Cover Calculation for HYSD

10mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Top & Bottom bar

2 x 8No x 1.375m 0.617 @kg/m @kg/m

8mm @ 150mm C/C @kg/m @kg/m @kg/m

Cover longitudinal Top & Bottom bar

2 x 9No x 1.175m 0.395 @kg/m @kg/m

1 12.08 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

For 150m Length

2 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

1 x #REF! x 1.375m 0.395 @kg/m @kg/m #REF!

For 600m Length @kg/m @kg/m @kg/m

10mm ɸ for 600m @kg/m @kg/m @kg/m

750.00m x 13.57Kg @kg/m @==kg/m @kg/m 10180.50Kg

8mm ɸ for 600m @kg/m @kg/m @kg/m

750.00m x 8.35Kg @kg/m @==kg/m @kg/m 6265.69Kg

@kg/m @kg/m @kg/m 16446.19Kg

Total Rs.2649038.88

SIDE DRAIN COVER

Sl no Item No Item of Work Quantity Rate Amount

C/S OF DRAIN COVER SLAB (1.30m x 1.00m x 0.175m)

1m length & 1.2m Width Drain Cover Calculation for RCC M-20

Drain Cover Slab ( 1.30m x 1.00m x 0.175m) Calculation for HYSD

10mm @ 125mm C/C @kg/m @kg/m @kg/m

1 x 9No x 1.400m 0.617 @kg/m @kg/m

Main Bottom Bar

1 x 9No x 1.400m 0.617 @kg/m @kg/m

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Distribution Top Bar

1 x 9No x 1.000m 0.395 @kg/m @kg/m

Distribution Bottom Bar

1 x 9No x 1.000m 0.395 @kg/m @kg/m

1 12.08 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

2 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

1 x #REF! x 1.375m 0.395 @kg/m @kg/m #REF!

10mm @ 125mm C/C @kg/m @kg/m @kg/m

1 x 9No x 1.400m 0.617 @kg/m @kg/m

Main Bottom Bar

1 x 9No x 1.400m 0.617 @kg/m @kg/m

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Distribution Top Bar

1 x 9No x 1.000m 0.395 @kg/m @kg/m

Distribution Bottom Bar

1 x 9No x 1.000m 0.395 @kg/m @kg/m

@kg/m @kg/m @kg/m 2666.25Kg

or 2.67mt Rs.83464.62Per m3 Rs.222537.54

Total Rs.1590168.06

Sl no Item No Item of Work Quantity Rate Amount

Drain Calculation for RCC M-20 (Cover) M-30 For 1m Length

For Cover - M20

Cross Drainage Calculation for HYSD

1 x 9.00Nos x 1.50m 0.617 @kg/m @kg/m

1 x 9.00Nos x 1.50m 0.617 @kg/m @kg/m

Bottom 8mm ɸ @ 150 C/C

1 x 10.00Nos x 1.00m 0.395 @kg/m @kg/m

Top 10mm ɸ @ 150 C/C

1 x 10.00Nos x 1.00m 0.617 @kg/m @kg/m

4.00Side x 9.00Nos x 1.45m

0.62 @kg/m @kg/m = 32.36Kg

Distribuution 8 ɸ

4.00Side x 9.00Nos x 1.00m

Cover transverse Top & Bottom bar

12mm @ 125mm C/C @kg/m @kg/m @kg/m

2 x 9No x 1.450m 0.89 @kg/m @kg/m

10mm @ 150mm C/C @kg/m @kg/m @kg/m

Cover longitudinal Top & Bottom bar

2 x 9No x 1.250m 0.617 @kg/m @kg/m

Haunch Bar 10mm

2 x 8No x 0.750m 0.617 @kg/m @kg/m

1 12.1 (i)/B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Cross Drainage at ch. 13.00m, 70.00m, 360.00m, 759.00m, 818.00m, 1052m, 1272m- Total 7Nos - 10m width each Total Length - 70m

2 12.3 Sand Filling in foundation trenches as per drawing & technical specification

9.80Cum Rs.433.54Per m3 Rs.4248.69

3 12.08 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

9.80Cum Rs.8015.42Per m3 Rs.78551.09

4 12.08 G Case I Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC M-30

Base :- 1.40m x 0.15m x 70.0m = 14.70Cum

2 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

1 x #REF! x 1.375m 0.395 @kg/m @kg/m #REF!

For Drain Portion @kg/m @kg/m @kg/m

1 x 9.00Nos x 1.50m 0.617 @kg/m @kg/m

1 x 9.00Nos x 1.50m 0.617 @kg/m @kg/m

Bottom 8mm ɸ @ 150 C/C

1 x 10.00Nos x 1.00m 0.395 @kg/m @kg/m

Top 10mm ɸ @ 150 C/C

1 x 10.00Nos x 1.00m 0.617 @kg/m @kg/m

4.00Side x 9.00Nos x 1.45m

0.62 @kg/m @kg/m = 32.36Kg

Distribution 8 ɸ

4.00Side x 9.00Nos x 1.00m

Cover transverse Top & Bottom bar

12mm @ 125mm C/C @kg/m @kg/m @kg/m

2 x 9No x 1.450m 0.89 @kg/m @kg/m

10mm @ 150mm C/C @kg/m @kg/m @kg/m

Cover longitudinal Top & Bottom bar

2 x 9No x 1.250m 0.617 @kg/m @kg/m

Haunch Bar 10mm

2 x 8No x 0.750m 0.617 @kg/m @kg/m

For 70.00m Length x 245.86Kg = 17210.10Kg

@kg/m @kg/m @kg/m 17210.10Kg

or 17.21mt Rs.83464.62Per mt Rs.1436434.04

Total Rs.1767714.40

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

Estimated Quantity for Widening Portion

SL No Chainage Difference ROW Existing Width Drain Both Side Total Widening Width Total Widening Area

A B C D E= B-(C+D) E X A

Total 13670.00m2

SIDE DRAIN COVER

Sl no Item No Item of Work Quantity Rate Amount

Drain Calculation for RCC M-20 (Cover) M-30 For 1m Length

For Cover - M20

Drain Calculation for HYSD for 1m length

1 x 9.00Nos x 1.50 0.62 @kg/m @kg/m

1 x 9.00Nos x 1.50 0.62 @kg/m @kg/m

4.00Side x 9.00Nos x 1.45m

0.62 @kg/m @kg/m = 32.36Kg

Distribuution 8 ɸ

4.00Side x 9.00Nos x 1.00m

0.39 @kg/m @kg/m = 14.04Kg

12mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Top & Bottom bar

2 x 8No x 1.450m 0.89 @kg/m @kg/m

10mm @ 150mm C/C @kg/m @kg/m @kg/m

Cover longitudinal Top & Bottom bar

2 x 9No x 1.250m 0.617 @kg/m @kg/m

Haunch Bar 10mm

2 x 8No x 0.750m 0.617 @kg/m @kg/m

1 12.1 (i)/B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2.38Cum Rs.128.40Per m3 Rs.305.59

2 12.3 Sand Filling in foundation trenches as per drawing & technical specification

0.21Cum Rs.442.31Per m3 Rs.92.89

3 12.08 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

0.28Cum Rs.8083.13Per m3 Rs.2263.28

4 12.08 G Case I Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC M-30

Base :- 1.40m x 0.15m x 1.00m = 0.21Cum

0.45Cum Rs.7346.24Per m3 Rs.3305.81

2 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

1 x #REF! x 1.375m 0.395 @kg/m @kg/m #REF!

For 600m Length @kg/m @kg/m @kg/m

10mm ɸ for 600m @kg/m @kg/m @kg/m

600.00m x 20.65Kg @kg/m @==kg/m @kg/m 12388.80Kg

8mm ɸ for 600m @kg/m @kg/m @kg/m

600.00m x 13.88Kg @kg/m @==kg/m @kg/m 8329.50Kg

@kg/m @kg/m @kg/m 20718.30Kg

Total Rs.1733365.28

SIDE DRAIN COVER

Sl no Item No Item of Work Quantity Rate Amount

Drain Calculation for RCC M-20 (Cover) M-30 For 1m Length

For Cover - M20

Drain Calculation for HYSD for 1m length

1 x 9.00Nos x 1.50 0.62 @kg/m @kg/m

1 x 9.00Nos x 1.50 0.62 @kg/m @kg/m

4.00Side x 9.00Nos x 1.45m

0.62 @kg/m @kg/m = 32.36Kg

Distribuution 8 ɸ

4.00Side x 9.00Nos x 1.00m

0.39 @kg/m @kg/m = 14.04Kg

12mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Top & Bottom bar

2 x 8No x 1.450m 0.89 @kg/m @kg/m

10mm @ 150mm C/C @kg/m @kg/m @kg/m

Cover longitudinal Top & Bottom bar

2 x 9No x 1.250m 0.617 @kg/m @kg/m

Haunch Bar 10mm

2 x 8No x 0.750m 0.617 @kg/m @kg/m

1 12.1 (i)/B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

71.40Cum Rs.126.30Per m3 Rs.9017.82

2 12.3 Sand Filling in foundation trenches as per drawing & technical specification

6.30Cum Rs.433.54Per m3 Rs.2731.30

3 12.08 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

0.00Cum Rs.8015.42Per m3 Rs.0.00

4 12.08 G Case I Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC M-30

Base :- 1.40m x 0.15m x 30.0m = 6.30Cum

2 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

1 x #REF! x 1.375m 0.395 @kg/m @kg/m #REF!

For Drain Portion @kg/m @kg/m @kg/m

Base Slab - @kg/m @kg/m @kg/m

Bottom 10mm ɸ for 30.000m @LengthLengthkg/m @kg/m

30.00m x 8.37Kg @kg/m @==kg/m @kg/m 251.10Kg

Top 10mm ɸ for 30.000m @LengthLengthkg/m @kg/m @kg/m

30.00m x 8.37Kg @kg/m @==kg/m @kg/m 251.10Kg

Wall - @kg/m @kg/m @kg/m

Main - 10 ɸ for 30.000m @LengthLengthkg/m @kg/m @kg/m

30.00m x 32.36Kg @kg/m @==kg/m @kg/m 970.92Kg

Distribuution 8 ɸ for 30.000m @LengthLengthkg/m @kg/m

30.00m x 14.04Kg @kg/m @==kg/m @kg/m 421.20Kg

For Cover Portion @kg/m @kg/m @kg/m

For 600m Length @kg/m @kg/m @kg/m

10mm ɸ for 600m Length @kg/m @kg/m @kg/m

180.00m x 20.65Kg @kg/m @==kg/m @kg/m 3716.64Kg

8mm ɸ for 600m Length @kg/m @kg/m @kg/m

180.00m x 13.88Kg @kg/m @==kg/m @kg/m 2498.85Kg

Haunch Bar 8mm @ 150C/C Length @kg/m @kg/m @kg/m

30.00m x 7.40Kg @kg/m @==kg/m @kg/m 222.12Kg

@kg/m @kg/m @kg/m 8331.93Kg

or 8.33mt Rs.83464.62Per m3 Rs.695421.37

Total Rs.805440.04

Sl no Item No Item of Work Quantity Rate Amount

Drain Calculation for RCC M-20 (Cover) M-30 For 1m Length

For Cover - M20

Cross Drainage Calculation for HYSD

1 x 9.00Nos x 1.50m 0.617 @kg/m @kg/m

1 x 9.00Nos x 1.50m 0.617 @kg/m @kg/m

Bottom 8mm ɸ @ 150 C/C

1 x 10.00Nos x 1.00m 0.395 @kg/m @kg/m

Top 10mm ɸ @ 150 C/C

1 x 10.00Nos x 1.00m 0.617 @kg/m @kg/m

4.00Side x 9.00Nos x 1.45m

0.62 @kg/m @kg/m = 32.36Kg

Distribuution 8 ɸ

4.00Side x 9.00Nos x 1.00m

Cover transverse Top & Bottom bar

12mm @ 125mm C/C @kg/m @kg/m @kg/m

2 x 9No x 1.450m 0.89 @kg/m @kg/m

10mm @ 150mm C/C @kg/m @kg/m @kg/m

Cover longitudinal Top & Bottom bar

2 x 9No x 1.250m 0.617 @kg/m @kg/m

Haunch Bar 10mm

2 x 8No x 0.750m 0.617 @kg/m @kg/m

1 12.1 (i)/B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2 12.3 Sand Filling in foundation trenches as per drawing & technical specification

25.20Cum Rs.433.54Per m3 Rs.10925.21

3 12.08 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

4 12.08 G Case I Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC M-30

2 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

1 x #REF! x 1.375m 0.395 @kg/m @kg/m #REF!

For Drain Portion @kg/m @kg/m @kg/m

1 x 9.00Nos x 1.50m 0.617 @kg/m @kg/m

1 x 9.00Nos x 1.50m 0.617 @kg/m @kg/m

Bottom 8mm ɸ @ 150 C/C

1 x 10.00Nos x 1.00m 0.395 @kg/m @kg/m

Top 10mm ɸ @ 150 C/C

1 x 10.00Nos x 1.00m 0.617 @kg/m @kg/m

4.00Side x 9.00Nos x 1.45m

0.62 @kg/m @kg/m = 32.36Kg

Distribution 8 ɸ

4.00Side x 9.00Nos x 1.00m

Cover transverse Top & Bottom bar

12mm @ 125mm C/C @kg/m @kg/m @kg/m

2 x 9No x 1.450m 0.89 @kg/m @kg/m

10mm @ 150mm C/C @kg/m @kg/m @kg/m

Cover longitudinal Top & Bottom bar

2 x 9No x 1.250m 0.617 @kg/m @kg/m

Haunch Bar 10mm

2 x 8No x 0.750m 0.617 @kg/m @kg/m

For 180.00m Length x 245.86Kg = 44254.53Kg

@kg/m @kg/m @kg/m 44254.53Kg

or 44.25mt Rs.83464.62Per mt Rs.3693687.53

Total Rs.4545551.32

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

SIDE DRAIN COVER

Sl no Item No Item of Work Quantity Rate Amount

C/S OF DRAIN COVER SLAB (1.30m x 1.00m x 0.175m)

1m length & 1.2m Width Drain Cover Calculation for RCC M-20

Drain Cover Slab ( 1.30m x 1.00m x 0.175m) Calculation for HYSD

10mm @ 125mm C/C @kg/m @kg/m @kg/m

1 x 9No x 1.400m 0.617 @kg/m @kg/m

Main Bottom Bar

1 x 9No x 1.400m 0.617 @kg/m @kg/m

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Distribution Top Bar

1 x 9No x 1.000m 0.395 @kg/m @kg/m

Distribution Bottom Bar

1 x 9No x 1.000m 0.395 @kg/m @kg/m

1 12.08 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

2 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

1 x #REF! x 1.375m 0.395 @kg/m @kg/m #REF!

10mm @ 125mm C/C @kg/m @kg/m @kg/m

1 x 9No x 1.400m 0.617 @kg/m @kg/m

Main Bottom Bar

1 x 9No x 1.400m 0.617 @kg/m @kg/m

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Distribution Top Bar

1 x 9No x 1.000m 0.395 @kg/m @kg/m

Distribution Bottom Bar

1 x 9No x 1.000m 0.395 @kg/m @kg/m

Total Rs.7420784.26

DETAILED ESTIMATE FOR DISMANTLING OF CULVERT/CAUSEWAY

S.No ITEM OF WORK QUANTITY UNIT RATE AMOUNT

1/2.04 II A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres

Deck 1 x 15 x 6.5 x 0.6 58.50 cum

Piercap 1 x 4.1 x 0.75 x 0.25 0.77 cum

Abtcap 2 x 3.9 x 1.2 x 0.25 2.34 cum

floor 2 x 5 x 7.5 x 0.3 22.50 cum

84.11 cum @Rs. 894.70 per cum Rs.75252.00

2/2.04 II B(b) In cement mortar

Return wall 4 x 1.4 x 0.6 x 1.0 = 3.36 Cum

142.96 cum @Rs. 493.00 per cum Rs.70479.00

Total Rs.145731.00

Breakdown Details

1/4.2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

For Existing Carriage way qty

Chaiange Length Width Depth Qty

100.00 to 200.00 100.00m Bhashna Bridge Gap 0.15m #VALUE!

400.00 to 500.00 100.00m Earthwork in embankment 0.15m #VALUE!

600.00 to 700.00 100.00m Gaushala Railway gap 0.15m #VALUE!

800.00 to 900.00 100.00m Sarifganj Bridge Gap 0.15m #VALUE!

600.00m Total #VALUE!

2/6.01 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

For Existing Carriage way qty

Chaiange Length Width Depth Qty

Total 1310.50m3

2/6.02 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.

For Existing Carriage way qty

Chaiange Length Width Depth Qty

Total 3276.25m3

Breakdown Details

12.1(i) B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

For Box Cutting

Chaiange Length Width Depth Qty

2000.00m Total 975.00m3

DETAILED ESTIMATE FOR CONSTRUCTION OF (2 X 33 X 0) RCC CELL BOX CULVERT AT MINAPUR TO SALMARI ROAD IN 1ST KM (LEFTOUT PORTION)

Sl No ITEM OF WORK Quantity UNIT RATE AMOUNT

1/15.01 b Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.

Curtain wall U/S

Curtain wall D/S

Floor appron U/S & D/S

Flexible appron U/S

Flexible appron D/S

745.839 Cum 128.4 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.95765.78

2/15.11 A Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

Below base Slab

2 cont Below approach slab

Concrete in floor appron 300mm thick vide page 37 of

Concrete in curtain wall vide page 37 of = 54.600 Cum

Concrete below curtain wall vide page 37 of = 8.200 Cum

147.874 Cum 5327.296 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.787766.82

3/15.12A Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

A RCC Grade M20

Using Concrete Mixer

Box Structure Vide Page ….. Of 144.000 Cum 7279.660926 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.1048271.17

4/15.11B Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

CaseI PCC Grade M20

Wing wall vide Page 45 of 106.830 Cum 7130.8342 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.761787.02

5/15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.

2 x 3.50 x 12.00 x 0.30 25.200 Cum 10299.915026 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.259557.86

6/15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.

( 7.21 + 2 x 0.4 x 7.00 ) 10.9 x 0.075 12.271 Cum 12336.610026 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.151378.53

7/14.07 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

2 x ( 7.21 + 2 x 0.4 + 7 ) 30.020 Cum 2014.336809 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.60470.39

8/16.08 A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.

Rubble stone laid in cement mortar 1:3

Rigid appron vide page 37 of 16.700 Cum 3129.71493404024 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.52266.24

9/16.01 A Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Boulder Laid Dry without wire crates

Flexible appron vide Page 37 of 109.500 Cum 1997.94 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.218774.43

10/15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications

Box Structure vide page ….. of 9.895 mt 79088.39 @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt Rs.782579.62

11/15.17 Drainage spouts complete as per Drawing and Technical Specifications.

8.000 No 761.3 @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt @Rs.per mt Rs.6090.40

12/15.24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Behind box 2 x 12.00 x 3 x 0.3 = 21.600

12 cont Behind wing wall 4 x 6.985 x 2.609 + 0.5 x 0.3 = 13.030

34.630 Cum 2693.844 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.93287.33

13/15.23 B Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.

77.829 Cum 830.328 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.64623.67

14/15.14 Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Wing 4 Nos = 36.000 Cum

108.000 Cum 141.896595 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.15324.83

15/15.22 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

24.000 Cum 315.1 @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum @Rs.per cum Rs.7562.40

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

ANALYSIS OF RATE FOR CARRIAGE OF MATERIALS

1. Stone metal below 50mm from

Rate Rs. 481.7 Per Cum

STONE METAL BELOW 50mm

A Pakur range Pakur to Pakur rail head

Lead :- 4 Km graveled 8 km Pucca

Rate Rs. 262.5 Per Cum

B Loading on wagon at rail head by manual means @ 3.50 labour / 2.832m2 112.10

C. Carriage for 155km by railway = 371.91

1.5 times of 371.91 with 12% OHC and 10% CP =

D. Katihar Station to work site

Lead :- 0 Km kutcha 41 km Pucca 0 km gravelled

481.7 < 1650.18 Hence 481.7 is admissable

Lead :- 7 Km with 1 Km Kutcha

Rate Rs. 499.8 Per %0No

3. Coarse sand from Jagdishpur

Rate Rs. 1378.66 Per Cum

Rate Rs. 163.94 Per Cum

5. Cement and steel from Katihar

Rate Rs. 900 Per mt

6. Boulder from Pakur via Sahebganj

Rate Rs. 794.7 Per Cum

Boulder from Pakur

A Pakur range pakur to pakur rail head

Lead :- 4 Km gravele 8 km Pucca

B. Loading on wagon at rail head by manual means @ 3.50 labour / 2.832m3 409.70

C. Carriage for 155 km by raiway = 371.91

1.5 times of 371.91 with 12% OHC and 10% CP =

D. Katihar Station to work site

Lead :- 0 Km kutcha 16 km Pucca 0 km gravelled

1663.57 > 2267.73 Hence 1663.566347 is admissable

7. Bitumen from Baroni

For Gross Weight add 6% = 1.06 x 1863.6

Rate Rs. 1863.6 Per mt

8. Emulsion from Muzaffarpur

For Gross Weight add 6% = 1.06 x 2801.2

Rate Rs. 2801.2 Per mt

Lead :- 2 Km including 1 km unsurfaced

Rate Rs. 155.3 Per mt

10. RCC pipe- 0 mm dia

Rate Rs. 534.29 Per mt

11. RCC pipe- 0 mm dia

Rate Rs. 503.14 Per mt

RCD RCD ROAD DIVISION

KATIHAR KATIHAR KATIHAR

LEAD CHART FOR ESTIMATE FOR

Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

i) Mirzachuki to Bhagalpur ZM (56P+4K) 60.00Km

ii) Baghalpur ZM to Naugachhiya ZM 19.00Km

iii) Naugachhiya ZM to Gerabari 49.00Km

iv) Gerabari to Katihar Site 20.00Km

Pakur Quatty to Pakur Rail head- (8km(P)+4(G)) 12.00Km

Pakur Rail head to Katihar Rail head 159.00Km

Katihar Rail Head to Katihar Work Site 2.00Km

4- Coarse sand from Jagdishpur (Bhagalpur)

i) Jagdishpur to Naugachiya (36km (P) + 1km (K) 37.00Km

ii) Naugachhiya ZM to Gerabari 49.00Km

iii) Gerabari to Katihar Site 20.00Km

5- Cement & Steel

Average Lead 3.00Km

R.C.D. ROAD DIVISION

Pakur 8KM Sahebganj Indo Nepal Boarder Road

22km 32 WORK SITE

29 Kishanganj 474

Gulab Bag 410 35

75km Barsoni 416 Baisi 434 232

Naugachhia 335 15km 14km Sahkund

115km 61 Bhagalpur

Baroni 220 128km Patna Rukunpura

Baroni Depot 1km

Rail Head 16 + 12 + 2 = 30KM

S.No Material Source Pucca Gravelled Kutcha Total

1 Rail head Kishanganj 30km 0av km site 0 30km

2 Metal, chips, boulder Pakur via Sahebganj 152km 0av km site 22km 174km

3 Bitumen Baroni 283km 0av km site 0 283km

4 Emulsion Patna 410km 0av km site 0 410km

5 Coarse sand Jagdishpur 196km 0av km site 1 197km

R.C.D. R.C.D. Road Division

Thakurganj Thakurganj Kishanganj

Superintending Engineer

Road Circle, Purnea

ANALYSIS OF RATE FOR CARRIAGE OF MATERIALS

1.Stone metal below 50mm from Mirjachauki

Rate Rs 1545.70 Per cum

STONE METAL BELOW 50mm

A Pakur range pakur to Pakur rail head

Lead 4 km graveled 8 km Pucca

B Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 92.90

C Carriage for 184km by railway = = 316.10

development charges@5% 15.81

OTC DTC = 40.00

D Katihar station to work site

Lead 0 km Kutcha 1 km Pucca 0 km gravelled

1545.70 > 1286.62 Hence 1286.62 is admissable

Lead - 7km with 1km Kutcha

Rate Rs 523.20 Per %0 No

3.Coarse Sand from Jagdishpur

Rate Rs 1141.54 Per cum

Rate Rs 136.26 Per cum

5.Cement and steel from Katihar

Rate Rs 607.80 Per mt

6.Boulder from pakur via manihari

Rate Rs 2045.93 Per cum

Boulder from Pakur

A Pakur range pakur to Pakur rail head

Lead 4 km graveled 8 km Pucca

B Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 218.60

C Carriage for 184km by railway = = 316.10

Development charge = 15.81

OTC DTC = 40.00

D Surjkamal station to work site

Lead 0 km Kutcha 1 km Pucca 0 km Gravelled

2045.93 > 1447.10 Hence 1447.10 is admissable

7.Bitumen from Baroni

For Gross Weight add 6% = 1.06 X 1553.3

Rate Rs 1646.50 Per mt

8.Emulsion from Patna

For Gross Weight add 6% = 1.06 X 2389

Rate Rs 2532.34 Per mt

A Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 565.10

B Carriage for 498.00km by railway = = 715.00

Add 7% for busy season charge = 50.05

Add 5.75% for development charge = 41.11

Add OTC + DTC =

C station to work site =

Lead 0 km Kutcha 30 km Pucca 0 km Gravelled

Hence 2532.34 is admissable

Lead - 2KM including 1km unsurfaced

Rate Rs 138.07 Per m3

10.RCC Pipe-1200mm Dia

Rate Rs 280.04 Per m

R.C.D. R.C.D. Road Division

Katihar Katihar Katihar

Detail Estimate for Construction of over head (Gantry) signboard

Sl no Item No Item of Work Quantity Rate Amount

1 9.01B (I) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

mechanical means

2 12.08 A Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

3 13.05 E (P) Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

4 13.06 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Quantity vide item no.3 4.392Cum

70 @kg/m @kg/m 0.3074MT

or 0.3074mt Rs.75439.69Per MT Rs.23193.18

5 8.07A Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

A) Vertical Post 300mm M.S. PIPE

2 x 6 = 12.0m 95.75 @kg/m @kg/m @kg/m @kg/m 1149.00Kg

B) MS plate at bottom of post(750 x 750 x 8mm)size

2 x 0.75 x 0.75 @kg/m @kg/m @kg/m

= 1.125sqm 62.8 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 70.65Kg

C) MS plate at bottom of post(700 x 700 x 12mm)size

= 2.940sqm 94.2 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 276.95Kg

D) Truss 60mm M.S. Pipe Length

= 160.000m 4.56 @kg/m @kg/m @kg/m @kg/m 729.60Kg

E) Back frame of sign board(50x50x5mm)

= 147.000m 3.5 @kg/m @kg/m @kg/m @kg/m 514.50Kg

F) 25mm dia 750mm long MS Bolt with nuts

= 16.000No 4.5 @kg/each @kg/each @kg/each @kg/each 72.00Kg

G) 25mm dia 75mm long MS Bolt with nuts

= 16.000No 0.5 @kg/each @kg/each @kg/each @kg/each 8.00Kg

H) MS plate to support verticle pipe (350 x 150 x 8mm)

= 1.680sqm 62.8 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 105.50Kg

@kg/m @kg/m @kg/m 2926.20Kg

or 2.93mt Rs.86717.95Per MT Rs.253754.25

6 8.07B Alluminium Alloy Plate for over head Sign

7 8.09 Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade

Truss 160 x 3.14 x 0.06 m 30.144Sqm

Back Frame 52.50 x 0.20 m 10.500Sqm

60.330Sqm Rs.90.30Per m2 Rs.5447.76

Total Rs.792143.66

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Rate Effected at dt. April 2025

1. Clearing & Grubbing by manual means Unit per Hect

Basic Rate (2.03 I A) Rs.183718.10

2. Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. By mechanical means using hydraulic excavater Unit per m2

Basic Rate (3.15) Rs.7.90

3. Dismentaling of Structures 2.04 Unit per m3

Dry brick pitching of brick soling by manual means

Basic Rate 2.04 D Rs.268.60

2.04 Dismantling of structures

I By Manual means

B Cement concrete M-15 & M-20 570.00

II By Mechanical means

(ii)A Cement concrete M-15 & M-20

Basic Rate (2.04 II A 786.80

(ii)B Reinforced cement concrete Grade M-20 and above

Basic Rate (2.04 II B

(iii) Dismantling Brick /Tile work

By Mannual means

B in Cement mortar

4 Supply of quarried stone, hand breaking into coarse aggregate 63mm nominal size (passing 80mm and retained on 50mm sieve) and stacking as directed Unit per m3

Basic Rate 1.05 analysis attached Rs.1061.70

5 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Unit per m3

Mechanical means (Depth upto 3m)

Basic Rate (3.13 I B Rs.95.60

2 Construction of Embankment Unit per m3

Basic Rate (3.16 Rs.212.80

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. Unit per m3

Basic Rate (3.17 Rs.92.40

3 GSB Grading I by plant mix method Unit per m3 Seigionrage 62.11393232

Carriage of Stone aggregate 26.5-9.5 0.302885 647.19 196.0241

4 GSB Grading I by mix in place method Unit per m3 Seigionrage 62.11393232

Carriage of Stone aggregate 26.5-9.5 0.302885 647.19 196.0241

4 WMM Plant mix method laying using mechanical paver Unit per m3 Seigionrage 66.63504898

Carriage of Stone aggregate 22.4-2.36mm 0.564102 572.92 323.1853

5 WMM Plant mix method laying using grader Unit per m3 Seigionrage 66.63504898

Carriage of Stone aggregate 22.4-2.36mm 0.564102 572.92 323.1853

5 Primer Coat over WMM with emulsion Unit per m2

Basic Rate (5.01A i) Rs.46.90

Carriage of Emulsion

Less cost of emply emulsion drum 123.71/200x0.70kgx1.06x1.1

Finished Rate Rs.48.67

6 Tack Coat on Bituminous Surface Unit per m2

Basic Rate (5.02 i) Rs.14.10

Carriage of Emulsion

Less cost of emply emulsion drum 123.71/200x0.70kgx1.06x1.1

Finished Rate Rs.14.61

7 Tack Coat on Cement Concrete Pavement Unit per m2

Basic Rate (5.02 iii) Rs.20.60

Carriage of Emulsion

Less cost of emply emulsion drum 123.71/200x0.70kgx1.06x1.1

Finished Rate Rs.21.23

8 DBM GR-II Unit per m3 Seigionrage 67.24464284

Carriage of Stone aggregate 10.5mm 0.411795 573.71 236.2509

Carriage of bitumen Total 1.441287 672.44632089

Less cost of emply emulsion drum 123.71/156x103.95kgx1.06x1.1

Finished Rate Rs.12970.54

6 B.C. Gr-II Unit per m3 Seigionrage 67.24464284

Carriage of Stone Chips 10.5mm 0.253021 573.71 145.1607

Carriage of bitumen Total 1.458607 582.15240563

Less cost of emply emulsion drum 123.71/156x103.95kgx1.06x1.1

Finished Rate Rs.14661.10

15 Dry Lean Cement concrete using Batching plant - 240cum capacity plant Unit per m3 Seigionrage

Basic Rate (6..01) Rs.2210.60 Crushed stone chips 0.9 656.34 590.7060

Carriage of Stone Chips

Carriage of Sand 669.816

Carriage of Cement

0.15MT @ Rs. 900 per MT Rs.135.00

Finished Rate Rs.4123.96

15 PQC M35 grade using Batching plant - 2400cum capacity plant Unit per m3 Seigionrage

Basic Rate (6.02) Rs.5288.90 Crushed stone chips 0.9 656.34 590.7060

Carriage of Stone Chips

Carriage of Sand 669.816

Carriage of Cement

0.40MT @ Rs. 900 per MT Rs.360.00

Finished Rate Rs.7427.26

15 Dry Lean Cement concrete using Batching plant - 240cum capacity plant Unit per m3

Basic Rate (6..01) Rs.2878.20

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

0.15MT @ Rs. 607.80 per MT Rs.91.17

Finished Rate Rs.4641.02

15 PQC M35 grade using Batching plant - 2400cum capacity plant Unit per m3

Basic Rate (6.02) Rs.5707.00

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.7469.82

7 Mastic Asphalt Unit per m2

Basic Rate (5.11) Rs.803.10

Carriage of Coarse Agreegate

Carriage of bitumen

Carriage of Fine Agreegate

Carriage of Lime Stone

Carriage of Stone Chips

Carriage of Bitumrn

Finished Rate Rs.2603.75

8 Retro - Reflectorised Traffic Sign Unit per m3 Seigionrage 7.16328612

120cm equilateral triangle

Basic Rate (8.04A (i)) Rs.9583.20 stone chips 40mm 0.04392 486.92 21.3855

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.9830.86

90cm equlateral triangle

Basic Rate (8.04A (ii)) Rs.6488.20

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.6735.86

75cm equlateral triangle

Basic Rate (8.04A (iii)) Rs.5275.20

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.5522.86

60cm equlateral triangle

Basic Rate (8.04A (iv)) Rs.4277.50

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.4525.16

Basic Rate (8.04A (v)) Rs.13446.00

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.13693.66

Basic Rate (8.04A (vi)) Rs.8612.80

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.8860.46

Basic Rate (8.04A (vii)) Rs.6718.60

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.6966.26

Basic Rate (8.04A (viii)) Rs.5166.10

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.5413.76

90cm x 75cm rectangular

Basic Rate (8.04A (ix)) Rs.8993.60

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.9241.26

80cm x 60cm rectangular

Basic Rate (8.04A (x)) Rs.7089.70

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.7337.36

60cm x 60cm rectangular

Basic Rate (8.04A (xi)) Rs.5332.10

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.5579.76

60cm x 45cm rectangular

Basic Rate (8.04A (xii)) Rs.5039.20

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.5286.86

60cm x 60cm square

Basic Rate (8.04A (xiii)) Rs.5918.00

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.6165.66

120cm high octagon

Basic Rate (8.04A (xiv)) Rs.14051.40

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.14299.06

90cm high octagon

Basic Rate (8.04A (xv)) Rs.8954.60

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.9202.26

75cm high octagon

Basic Rate (8.04A (xvi)) Rs.6757.70

Carriage of Stone Chips 0.122cum m-25

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.7005.36

8 Letter Unit per m3

Basic Rate (8.03 i) Rs.1.30

9 5th km stone (precast) Seigionrage 22.03063126

Basic Rate (8.14A (i)) Rs.3999.50 stone chips 40mm 0.21168 486.92 103.0712

Carriage of Stone Chips 0.392cum m-15

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.4718.94

Ordinary Km stone (precast) Seigionrage 15.11795871

Basic Rate (8.14A (ii)) Rs.2285.80 stone chips 40mm 0.14526 486.92 70.7300

Carriage of Stone Chips 0.269cum m-15

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.2781.59

Hectometer Stone (precast) Seigionrage 2.692008261

Basic Rate (8.14A (iii)) Rs.694.70 stone chips 40mm 0.025866 486.92 12.5947

Carriage of Stone Chips 0.0479cum m-15

Carriage of Sand

Carriage of Cement

Carriage of Steel

Finished Rate Rs.784.00

10 Road Studs Solar Power Unit per Nos

Basic Rate (8.35) Rs.299.90

11 Road Delineators Unit per Nos

Basic Rate (8.15) Rs.794.60

12 Road Markingt Unit per Nos

Basic Rate (8.13) Rs.684.70

RCC Grade M20 in foundation using batching plant, transit mixer & manual placing Unit per m3 Seigionrage

Basic Rate (12.08C Case II) Rs.4449.30

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.6331.96 637.4520

HYSD Bar Reinforcement in foundation Unit per MT

Basic Rate (12.42) Rs.78450.20

Carriage of Steel

Finished Rate Rs.79088.39

13 Earth work in Excavation depth upto 3m in ordinary soil by mechanical means Unit per m3

Basic Rate (12.01B i) Rs.128.40

23 Plain Cement Concrete in open foundation M-15 manual placing unit per m3 Seigionrage 2.692008261

Basic Rate (12.08A case II) Rs.3513.40 stone chips 40mm 0.54 486.92 262.9368

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.5352.20

24 Reomforced cement concrete in substructure M-20 height upto 5m unit per m3 Seigionrage 2.692008261

Basic Rate (13.05 E (p)) Rs.4147.80

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.6030.46

25 HYSD Bar Reinforcement in sub Structure unit per MT

Basic Rate (13.06) Rs.78646.60

Carriage of Steel

Finished Rate Rs.79284.79

14 overhead sign alluminium alloy plate and overhead sign unit per Sqm

Basic Rate (8.07B) Rs.15100.10

27 Painting on steel surfaces unit per Sqm

Basic Rate (8.09B) Rs.70.00

15 Plain cement concrete in substructure M-20 height upto 5m unit per m3 Seigionrage 2.692008261

Basic Rate (13.05B (p)) Rs.5250.10 stone chips 40mm 0.36 486.92 175.2912

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.7130.83

29 Weep Holes unit per m3 Seigionrage Fee

Carriage of Sand

Carriage of Cement

Finished Rate Rs.141.90

12 Filter material underneath pitching unit per m3 Seigionrage Fee

Basic Rate (16.05) Rs.1348.60 Filter material 1.2 504.46 605.3520

Carriage of Stone metal

Finished Rate Rs.2892.54

13 Boulder pitching on slopes / appron unit per m3 Seigionrage Fee

Carriage of Stone boulder

Finished Rate Rs.1997.94

14 Boulder pitching in wire carets unit per m3

Basic Rate (16.02) Rs.1407.90

Carriage of Stone boulder

Finished Rate Rs.2361.54

15 Providing and laying flooring complete as per drawing and technical specifications laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3 unit per m3 Seigionrage fee

Basic Rate (16.08A) Rs.1975.40 Boulder 1.2 351.36 421.6320

Carriage of Sand 0.133cum CM 1:3

Carriage of Cement

Carriage of stone boulder

Finished Rate Rs.3129.71

34 RCC M30 (in approach slab) unit per m3 Seigionrage fee

Carriage of Stone chips

Carriage of Sand

Carriage of steel

Carriage of cement

Finished Rate Rs.10408.12

35 RCC M30 (in wearing coat) unit per m3 Seigionrage fee

Basic Rate (14.04) Rs.10362.00 20mm stone chips 0.54 595.36 321.4944

Carriage of Stone chips

Carriage of Sand

Carriage of steel

Carriage of cement

Finished Rate Rs.12326.41

36 RCC M30 (in railing) unit per m3 Seigionrage fee

Basic Rate (14.07) Rs.1839.80 20mm stone chips 0.046035 595.36 27.4074

Carriage of Stone chips

Carriage of Sand

Carriage of steel

Carriage of cement

Finished Rate Rs.2014.34

37 Drainage spouts unit per m3

Basic Rate (15.17) Rs.761.30

38 Filter media behind abutment wing and return wall unit per m3 Seigionrage fee

Basic Rate (13.10) Rs.1149.90 Filter material 1.2 504.46 605.3520

Carriage of Stone aggregate

Finished Rate Rs.2693.84

39 Back filling by local sand unit per m3 Seigionrage fee

Basic Rate (13.09B) Rs.687.40 Filter material 1.2 504.46 605.3520

Carriage of Local sand

Finished Rate Rs.884.13

40 Providing & Fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical specification. unit per m

Basic Rate (14.17 ii) Rs.315.10

41 Painting two coats after filling the surface with synthetic enamel paint unit per m2

Basic Rate (8.08) Rs.102.80

42 Excavation in soil using Hydraulic Excavatir CK 90 and Tippers with Disposal upto 1000metres unit per m3

Basic Rate (3.06) Rs.102.40

43 15.01- Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material

I Ordinary soil

(i) Depth up to 3m 146.400

B(I) Mechanical Means (Depth upto 3m) 120.500

44 15.11 Plain /Reinforced cement concrete in open foundation complete as per drawing and technical specification Seigionrage fee

Case II PCC Grade M-15 using batching plant & manual placing Rs.3488.50 20mm 0.27 595.36 160.7472

Carriage of Stone chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.5327.30

Seigionrage fee

Case II PCC Grade M-20 using batching plant & manual placing Rs.4263.70 20mm 0.36 595.36 214.3296

Carriage of Stone chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.6144.43

46 15.12 Plain/Reinforced cement concrete for wall and slab etc complete as per drawing and technical specifications Seigionrage fee

Carriage of Stone chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.7279.66

A PCC Grade M-20 Rs.4713.40

Carriage of Stone chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.6596.06

47 15.13 Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications

Carriage of Steel

Finished Rate Rs.79088.39

48 15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification Seigionrage fee

Carriage of Stone chips

Carriage of Sand

Carriage of steel

Carriage of Cement

Finished Rate Rs.10299.92

49 15.18 Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications Seigionrage fee

Carriage of Stone chips

Carriage of Sand

Carriage of Steel

Carriage of Cement

Finished Rate Rs.12336.61

50 15.17 Drainage Spouts complete as per drawing and techncial specification 761.30

51 15.24 Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification Seigionrage fee

Rs.1149.90 Filter material 1.2 504.46 605.3520

Carriage of Stone Aggregate

Finished Rate Rs.2693.84

52 15.23 Back filling behind abutment wing wall and return wall complete as per drawing and technical specification Seigionrage fee

B Sandy material Rs.633.60 Local Sand 1.2 175.8 210.9600

Carriage of Local sand

Finished Rate Rs.830.33

53 15.14 Providing weep holes in Brick Masonry/plain/Reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and technical specifications

Carriage of Sand

Carriage of Cement

Finished Rate Rs.141.90

54 15.22 Filter joint

(ii) Providing & Fixing 20mm thcik compressiable fibre board in expansion joint complete as per drawing & Technical specifications

55 9.04 B Laying Reinforced cement concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row. 1200mm dia

Carriage of Sand

Carriage of hume pipe

Carriage of Cement

Finished Rate Rs.8964.19

56 Brick work in C M 1:3 Seigionrage fee

Basick Rate 13.01 Rs.5447.80 Brick 500 6.08 3040.0000

Carriage of Bricks

Carriage of Sand

Carriage of Cement

Finished Rate Rs.6059.76

57 Plaster work in C:M 1:3 Seigionrage fee

Basick Rate 13.03 Rs.107.30 Brick 0.1512 175.8 26.5810

Carriage of Sand

Carriage of Cement

Finished Rate Rs.129.02

3 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. unit per m3

Basic Rate (6.01) Rs.2911.50

Carriage of Coarse Aggregate

Carriage of Cement

Carriage Corse Sand

Finished Rate Rs.4675.46

4 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. unit per m3

Basic Rate (6.02) Rs.6022.10

Carriage of Coarse Aggregate

Carriage of Cement

Carriage of Steel

Carriage Corse Sand

Finished Rate Rs.7940.44

5 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. unit per m3

Basic Rate (2.06) Rs.763.50

16 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 unit per m3

Basic Rate (8.01 (ii)) Rs.191.00

7 Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) unit per m3

Basic Rate (8.20) Rs.2186.00

8 Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.) unit per m3

Basic Rate (8.27) Rs.34875.36

9 #REF! unit per m3

Basic Rate (8.04)

(i) (90cm equilateral triangle for cross road curve and school Rs.6586.30

ii 90cm high octagon for stop symbol at major junction + type Rs.10148.20

iii 60cm circular for speed limit at school market and residential area and no horn for hospital Rs.5829.40

iv 80x60cm rectangular for place identification Rs.8022.20

10 #REF! unit per m3

Basic Rate (8.06) Rs.15262.20

11 #REF! unit per m3

Basic Rate (8.13) Rs.663.70

12 Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. unit per m3

Basic Rate (8.27) Rs.34875.36

13 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres unit per m3

Dry brick pitching or brick soling

Basic Rate (2.04 D) Rs.305.40

7 Mastic Asphalt Unit per m2

Basic Rate (5.11) Rs.794.80

Carriage of Coarse Agreegate

Carriage of bitumen

Carriage of Fine Agreegate

Carriage of Lime Stone

Carriage of Stone Chips

Carriage of Bitumrn

Finished Rate Rs.2826.57

8 RCC Grade M20 in foundation using batching plant, transit mixer & manual placing Unit per m3 Seigionrage

Basic Rate (12.08C Case II) Rs.5967.30

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.8083.13 637.4520

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC M-30 Unit per m3

Basic Rate (12.08C Case II) Rs.5744.10

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.7346.24

9 HYSD Bar Reinforcement in foundation Unit per MT

Basic Rate (12.42) Rs.83025.30

Carriage of Steel

Finished Rate Rs.83663.49

17 Sand Filling in foundation trenches as per drawing & technical specification Unit per m2

Basic Rate (12.3) Rs.278.80

Carriage of Sand

Finished Rate Rs.442.31

11 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. By mechanical means using hydraulic excavater Unit per m2

Basic Rate (3.15) Rs.8.20

17 Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Unit per m

Basic Rate (8.23) Rs.3472.30

Carriage of Sand

Finished Rate Rs.4842.15

18 Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3 Unit per m

Basic Rate (8.33) Rs.93122.40

19 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres Unit per m

By Mechanical means

Basic Rate (2.04(ii)A) Rs.894.70

In cement mortar

Basic Rate (2.04(ii)B(b)) Rs.493.00

22 Earth work in Excavation depth upto 3m in ordinary soil by mechanical means Unit per m3

Basic Rate (12.01B i) Rs.128.40

23 Plain Cement Concrete in open foundation M-15 manual placing unit per m3

Basic Rate (12.08A case II) Rs.4753.70

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.6592.50

24 Reomforced cement concrete in substructure M-20 height upto 5m unit per m3

Basic Rate (13.05 E (p)) Rs.5247.10

Carriage of Stone Chips

Carriage of Sand

Carriage of Cement

Finished Rate Rs.7129.76

25 HYSD Bar Reinforcement in sub Structure unit per MT

Basic Rate (13.06) Rs.74801.50

Carriage of Steel

Finished Rate Rs.75439.69

26 overhead sign alluminium alloy plate and overhead sign unit per Sqm

Basic Rate (8.07B) Rs.15100.10

27 Painting on steel surfaces unit per Sqm

Basic Rate (8.09B) Rs.90.30

27 Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67 unit per Sqm

Basic Rate (8.07A) Rs.84937.10

Carriage of Steel

Finished Rate Rs.86717.95

SUB-BASES, BASES ( NON - BITUMINOUS) AND SHOULDERS

Sr. No. Ref. to M. Description Unit Quantity as per Project Category Rate Amount Remarks/ Input ref.

4.01 401 Granular Sub-Base with Graded Material (Table:- 400-1) Large Medium Small Large Medium Small

A Plant Mix Method

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

Taking output = 400 cum

(i)250 tonne per hour hour 4.480 649.00 2907.52 PM17001

(ii)200 tonne per hour hour 5.600 354.00 1982.40 PM17002

(iii)100 tonne per hour hour 11.200 329.00 3684.80 PM17003

Electric generator

Front end loader

(I)3.1 cum capacity hour 9.502 3433.00 32620.37 PM5001

(ii) 2.1 cum capacity hour 14.047 2033.00 28557.55 PM5002

(iii) 1 cum capacity hour 29.371 1366.00 40120.79 PM5003

Tipper for transportation

(I)18 cum capacity t.km 840xL1 4.80 4032.00 L1=1km & PM72001

(ii) 14 cum capacity t.km 840xL1 5.48 4603.20 L1=1km &PM73001

(iii) 10 cum capacity t.km 840xL1 6.80 5712.00 L1=1 km &PM74001

For loading and unloading Time

(I)18 cum capacity hour 4.480 2239.00 10030.72 PM6001

(ii) 14 cum capacity hour 5.600 1998.00 11188.80 PM6002

(iii) 10 cum capacity hour 11.200 1785.00 19992.00 PM6003

(i)Motor grader 4.30 metre blade hour 3.226 5450.00 17581.70 PM2001

(ii)Motor grader 3.70 metre blade hour 3.891 4985.00 19396.63 PM2002

(iii)Motor grader 3.35 metre blade hour 4.339 4403.00 19104.62 PM3003

Granular sub-base Material as per table 400-1

For Grading-I Material

For Grading-II Material

For Grading-III Material

For Grading-IV Material

For Grading-V Material

For Grading-VI Material

4.01A (i) Rate per cum for grading-I Material

Total cost (Without O.H.& C.P.) 439548.16 438605.08 463613.10

Rate per cum = (a+b+c+d+e)/400 (With O.H. & C.P.) 1305.46 1326.78 1427.93

Carriage of Stone aggregate 1.346156 1286.62 Rs. Per m3 1731.99

Total Rs. Rs. 3159.89

12.01 304 Excavation for strucutres

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I Ordinary soil

Taking output=10 cum

(i) Depth upto 3 m

Note 1. Cost of dewatering may be added where required upto, 10 percent of labour cost Assessment for dewatering shall be made as per site conditions.

2.The excavated earth can be used partially for backfilling of foundation pit and partly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 12.01 excluding marshy soil.

3. The cost of shoring and shuttering, where needed, may be added @ 1 percent on cost of excavation for open foundation.

12.01 (I) A (ii) Depth 3 m to 6 m

Note Cost of dewatering may be added where required upto 15 percent of labour cost. Assessment for dewatering shall be done as per actual ground conditions.

12.01 (I) A (iii) Depth above 6 m

Note Cost of dewatering may be added where required upto 20 percent of labour cost. Assessment for dewatering shall be done as per actual ground conditions.

12.01 (I) B Mechanical Means

(i) Depth upto 3 m

Taking output = 330cum

Hydraulic excavator For excavation

(i) 1.2 cum bucket capacity hour 4.627 2703.00 12506.78 PM3003

(ii) 1.1 cum bucket capacity hour 5.329 2432.00 12960.13 PM3004

(iii) 0.9 cum bucket capacity hour 7.450 2202.00 16404.90 PM3005

For backfilling (considering 60% of the excavated material)

(i) 1.2 cum bucket capacity hour 2.776 2703.00 7503.53 PM3003

(ii) 1.1 cum bucket capacity hour 3.197 2432.00 7775.10 PM3004

(iii) 0.9 cum bucket capacity hour 4.470 2202.00 9842.94 PM3005

Tipper for transportation of excess material to dumping yard considering lead @ 1km

(i) 18 cum capacity t.km 198.000 4.80 950.40 PM72001

(ii) 14 cum capacity t.km 198.000 5.48 1085.04 PM73001

(iiii) 10 cum capacity t.km 198.000 6.80 1346.40 PM74001

Note Cost of dewatering upto 5 percent of (a+b) may be added, where required. Assessment for dewatering shall be made as per site conditions

6.01 601 Dry Lean Cement Concrete Sub- base

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Taking output = 450 cum.

Paver with electronic senser

(i)Paver Finisher Concrete with 300HP Motor hour 2.045 25929.00 53024.81 0.00 0.00 PM30001

(ii)Paver Finisher Concrete with 241HP Motor hour 3.000 16593.00 0.00 49779.00 0.00 PM30002

(iii)Paver Finisher Concrete with 118HP Motor hour 5.625 3764.00 0.00 0.00 21172.50 PM30003

Vibratory roller 8-10 t capacity hour 2.045 3.000 5.625 1996.00 4081.82 5988.00 11227.50 PM10001

Tipper for Transportation

(i) 18 cum capacity t.km 990 x L1 4.80 4752.00 PM72001

(ii) 14 cum capacity t.km 990 x L1 5.48 5425.20 PM73001

(iii) 10 cum capacity t.km 990 x L1 6.80 6732.00 PM74001

For loading& unloading

Water tanker(speed@20km/hr and return speed@30km/hr and spreading [email protected]/hr)

(i) 16KL Capacity hour 1.509xL1+7.245 1121.000 9813.23 PM11001

(ii) 12KL Capacity hour 2.013xL1+9.66 947.000 11054.33 PM11002

(iii)6KL Capacity hour 4.025xL1+19.32 707.000 16504.92 PM11003

Concrete from sub-analysis of concrete Rate

(i) Using Batching Plant 240 Cum Capacity (Rate taken from sub-analysis of concrete-21.18 A) cum 450.000 1157.90 521055.00 0.00 0.00 21.18 A

(ii) Using Batching Plant 240 Cum Capacity (Rate taken from sub-analysis of concrete-21.18 A) cum 450.000 1157.90 0.00 521055.00 0.00 21.18 A

(iii)Using Batching Plant 120 Cum Capacity (Rate taken from sub-analysis of concrete-21.18 C) cum 450.000 1183.60 0.00 0.00 532620.00 21.18 C

Total cost( Without O.H&C.P.) 618898.01 620285.43 623217.44

Rate per cum=(a+b+c+d+e)/450 (with OH.&C.P) 1633.89 1667.88 1706.23

Carriage of Coarse Aggregate 0.9 1286.62 Rs. Per m3 1157.96

Carriage of Cement 0.15 607.8 Rs. Per MT 91.17

Carriage Corse Sand 0.45 1141.54 Rs. Per m3 514.83

Finished Rate 3470.16

Note:- Quantity provided for aggregate is for estimating purpose.Exact quantity shall be as per mix design.

6.02 602 Cement Concrete Pavement

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Taking output = 900cum

Mechanical broom@1250 sqm per hour hour 0.893 0.893 0.893 746.00 666.18 666.18 666.18 PM23001

Paver with eiectronic senser

(i)Paver Finisher Concrete with 300HP Motor hour 4.091 25929.00 106075.54 0.00 0.00 PM30001

(ii)Paver Finisher Concrete with 241HP Motor hour 6.000 16593.00 0.00 99558.00 0.00 PM30002

(iii)Paver Finisher Concrete with 118HP Motor hour 11.250 3764.00 0.00 0.00 42345.00 PM30003

Transit truck agitator

For Transportation Transit truck agitator 6cum capacity t.km 2070xL1 2070xL1 2070xL1 10.33 21383.10 21383.10 21383.10 PM76001

Concrete joint cutting machine hour 101.587 101.587 101.587 170.00 17269.79 17269.79 17269.79 PM61002

Texturing machine

Texturing machine(TCM) up to 18 m hour 4.091 4328.00 17705.85 0.00 0.00 PM31001

Texturing machine(TCM) up to 18 m hour 6.000 4328.00 0.00 25968.00 0.00 PM31001

Texturing machine(TCM) up to 9 m hour 11.250 3354.00 0.00 0.00 37732.50 PM31002

Water tanker (speed @20 km /hr and return speed@30 km / hr and spreading [email protected] km /hr) L1=1

(i)16 KL capacity hour 3.281xL1+15.75 1121.000 21333.75 PM11001

(ii) 12 KL capacity hour 4.375xL1+21 947.000 24030.13 PM11002

(iii)6 KL capacity hour 8.75xL1+42 707.000 35880.25 PM11003

Concrete from sub analysis of concrete Rate

(i) Using Batching Plant 240 cum Capacity (Rate taken from sub analysis of concrete 21.19 A) cum 900.000 1601.80 2854800.00 0.00 0.00 21.19 A

(ii) Using Batching Plant 240 cum Capacity(Rate taken from sub analysis of concrete 21.19 A) cum 900.000 1601.80 0.00 2854800.00 0.00 21.19 A

(iii) Using Batching Plant 120 cum Capacity (Rate taken from sub analysis of concrete 21.19 C) cum 900.000 1637.90 0.00 0.00 2887290.00 21.19 C

36 mm mild steel dowel bars of grade S 240 tonne 9.170 9.170 9.170 0.00 537362.00 537362.00 537362.00 M-125

12 mm deformed steel tie bars of grade S 415 tonne 1.051 1.051 1.051 0.00 57605.05 57605.05 57605.05 M-083

Separation Membrane of imperneable plastic sheeting125 micron thick (including5% overlap) sqm 3150.000 3150.000 3150.000 15.24 44320.50 44320.50 44320.50 M-165

Plastic sheath,1.25 mm thick for dowel bars sqm 155.735 155.735 155.735 17.75 2339.14 2339.14 2339.14 M-137

Add 1 percent of material for cost of miscellaneous materials like tarpauline, Hessian cloth, metal cap, cotton / compressible sponge and cradle for dowel bars, work bridges for men to approach concrete surface without walking over it, cutting blades and bites, minor equipments like scabbling machine, threads, ropes, guide wires and any other unforeseen items. 36142.73 36142.73 36467.63

Total cost( Without O.H&C.P.) 3846698.24 3854689.97 3863671.49

Rate per cum=(a+b+c+d+e)/900(with OH.&C.P) 5077.64 5182.42 5288.94

Carriage of Coarse Aggregate 0.9 1286.62 Rs. Per m3 1157.96

Carriage of Cement 0.39 607.8 Rs. Per MT 239.47

Carriage of Steel 0.01 607.8 Rs. Per m3 6.08

Carriage Corse Sand 0.45 1141.54 Rs. Per m3 514.83

Finished Rate 7207.24

Note The quantities for cement, coarse aggregate and fine aggregates are for estimating only .The exact quantities will be as per mix design.

2.06 202 Dismantling of cement concrete pavement

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately

Taking output=60cum

Hydraulic Excavator

(i) 1.2 cum bucket capacity hour 6.841 2703.000 18491.22 0.00 0.00 PM3003

(ii) 1.1 cum bucket capacity hour 8.048 2432.000 0.00 19572.74 0.00 PM3004

(iii) 0.9 cum bucket capacity hour 9.121 2202.000 0.00 0.00 20084.44 PM3005

Air compressor 250 cfm with 2 leads of pneumatic breaker @1 cum per hour hour 2.880 2.880 2.880 391.000 1126.08 1126.08 1126.08 PM15001

Concrete joint cutting machine hour 8.000 8.000 8.000 170.000 1360.00 1360.00 1360.00 PM61002

for transportation to dumping yard considering lead @ 1km

For loading and unloading charges for disposed of grabbed material

(i) Using by 18 cum capacity tipper & 3.1 cum capacity loader cum 72.000 73.420 5286.24 0.00 0.00 PM77001

(ii) Using by 14 cum capacity tipper & 2.1 cum capacity loader cum 72.000 71.98 0.00 5182.56 0.00 PM77002

(i) Using by 10 cum capacity tipper & 1 cum capacity loader cum 72.000 100.200 0.00 0.00 7214.40 PM77003

Total cost without (OH&CP) 30867.91 32442.97 35845.41

8.01 409 Cast-in-Situ Cement Concrete M20 Kerb

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409

Unit = Running metre

Taking output = 360 metre

Using Concrete Batching and Mixing Plant

(i) PCC M15 for Kerb Base

Total Concrete = 11.610 cu.m

Transit truck agitator

For Transportation Transit truck agitator 6 cum capacity t.km 26.703xL1 26.703xL1 26.703xL1 10.33 275.84 275.84 275.84 PM76001

For loading and unloading hour 3.729 3.729 3.729 1860.00 6935.94 6935.94 6935.94 PM34001

Water tanker (Speed @ 30 km/hr and return speed @ 20km/hr and spreading speed @ 3 km/hr

(i) 16 KL Capacity hour 0.011xL1 +0.12 1121.00 146.85 PM11001

(ii) 12 KL capacity hour 0.015xL1 +0.12 947.00 127.85 PM11002

(iii) 6 KL Capacity hour 0.03xL1 +0.12 707.00 106.05 PM11003

Per Cum Basic Cost (Rate taken from sub-analysis 21.20) cum 11.610 11.610 11.610 2145.90 24913.90 24913.90 24913.90 21.20

Total cost without OH & CP 34383.60 34364.60 34342.80

Rate per meter= (a+b+c+d+e)/360 113.47 115.50 117.53

(ii) PCC M20 for Kerb cast in situ

Total Concrete = 12.600 cu.m

Kerb Casting machine @ 120 metres/hour hour 3.000 3.000 3.000 1468.00 4404.00 4404.00 4404.00 PM37001

Transit truck agitator

For Transportation Transit truck agitator 6 cum capacity t.km 28.980xL1 28.980xL1 28.980xL1 10.33 299.36 299.36 299.36 PM76001

For loading and Unloading time hour 3.140 3.140 3.140 1860.00 5840.40 5840.40 5840.40 PM34001

Concrete cutting machine hour 6.000 6.000 6.000 170.00 1020.00 1020.00 1020.00 PM61002

Water tanker (Speed @ 30 km/hr and return speed @ 20km/hr and spreading speed @ 3 km/hr

(i) 16 KL Capacity hour 0.042xL1 +0.12 1121.00 181.60 PM11001

(ii) 12 KL capacity hour 0.056xL1 +0.12 947.00 166.67 PM11002

(iii) 6 KL Capacity hour 0.113xL1 +0.12 707.00 164.73 PM11003

Per Cum Basic Cost (Rate taken from sub-analysis 21.21) cum 12.600 12.600 12.600 2523.00 31789.80 31789.80 31789.80 21.21

Total cost without OH & CP 44382.46 44367.53 44365.59

Cost of meter= a+b+c+d+e 52726.36 53684.71 54658.40

Rate per meter= (a+b+c+d+e)/360 146.46 149.12 151.83

8.20 808 Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm

Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings

Unit = Running metre

Taking output = 10metres

i) Excavation for foundation (6 Nos)6 x 0.6 x 0.6 x 0.6

(Rate taken from item No. 9.01 A (I) including OH & CP) cum 1.296 1.296 1.296 126.60-L 128.90-M 131.30-S 170.68 173.92 177.03 9.01 A (I)

ii) Foundation concrete M-15 grade PCC 6 x 0.6 x 0.6 x 0.3

(Rate taken from item No. 9.06, A, Case-II including OH & CP) cum 0.648 0.648 0.648 3331.70-L 3401.70-M 3489.40-S 2150.71 2193.67 2247.52 9.06 Case-II

iii) Painting of pipe

(Rate taken from item No. 8.09 including OH & CP) sqm 4.710 4.710 4.710 66.40-L 67.60-M 68.80-S 317.93 324.05 329.70 8.09

iv) Painting of channel section 6 nos,1.8 metres each 0.2x1.8x6=2.16 sqm 2.160 2.160 2.160 66.40-L 67.60-M 68.80-S 145.80 148.61 151.20 item 8.9

a) Labour (For fixing at site)

Steel pipe 50 mm external dia as per IS:1239 metre 30.000 30.000 30.000 221.220 6636.600 6636.600 6636.600 M-176

Medium weight steel channel (ISMC series) 100 mm x 50 mm,10.8 metres length @ 9.2 kg per metre kg 99.360 99.360 99.360 57.033 5666.832 5666.832 5666.832 M181/ 1000

Add for drilling holes @ 2 per cent of cost of channels 246.069 246.069 246.069

Cost for 10 metre =i+ii+iii+iv+ a+b+c+d+e 17822.765 18156.373 18500.052

Rate per metre = (i+ii+iii+iv+a+b+c+d+e)/10 1782.277 1815.637 1850.005

8.27 Suggestive Street Lighting

Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.

Taking output = one light

i) Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level each 1.000 1.000 1.000 26100.00 26100.00 26100.00 26100.00 M-172

Add 5 percent of cost of material for holder, electric cable, insulation, ladder, scaffolding etc 1313.53 1313.53 1313.53

For Fixing in Median

Providing two coats of alluminium paint over steel circular hollow pipe with overhang on both sides sqm 5.750 5.750 5.750 66.40-L 67.60-M 68.80-S 388.13 395.60 402.50 item 8.9

For fixing in Footpath

Providing two coats of alluminium paint over steel circular hollow pipe with overhang on one side sqm 4.630 4.630 4.630 66.40-L 67.60-M 68.80-S 312.52 318.54 324.10 item 8.9

(i) For Fixing in Median

Rate per light for fixing in Median= a+b+c+d+e 33471.36 34091.49 34711.04

(ii) For fixing in Footpath

Rate per light for Fixing in Footpath = a+b+c+d+e

8.04 801 B Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type IX retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

Taking output = one traffic sign

i) Excavation for foundation cum 0.122 0.122 0.122 126.60-L 128.90-M 131.30-S 16.07 16.37 16.67 9.01 A (I)

(Rate taken from item No. 9.01 A (I) including OH & CP)

(Rate taken from item No. 9.06, E, Case-II including OH & CP)

iii) Painting angle iron post two coats sqm 1.414 1.414 1.414 66.40-L 67.60-M 68.80-S 95.45 97.28 98.98 8.09

(Rate taken from item No. 8.09 including OH & CP) 655.16 667.96 682.65

a) Labour (For fixing at site)

Mild steel 'L' angle back support 25 x 25 x 3 mm kg 2.200 2.200 2.200 57.03 125.47 125.47 125.47 M181/1000

Mild steel circulatar pipe 65 NB, 3.2 mm thickness, kg 20.556 20.556 20.556 57.03 1172.38 1172.38 1172.38 M181/1000

Aluminium sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 61.94 61.94 61.94

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 40.52 40.52 40.52

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 32.12 32.12 32.12

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 25.22 25.22 25.22

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 101.73 101.73 101.73

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. sqm 62.88 62.88 62.88

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 47.66 47.66 47.66

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 35.19 35.19 35.19

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 65.94 65.94 65.94

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 50.64 50.64 50.64

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 36.52 36.52 36.52

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 34.17 34.17 34.17

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 41.23 41.23 41.23

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 106.59 106.59 106.59

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 65.63 65.63 65.63

Add 1 per cent of cost of material (b) towards cost of drilling holes, nuts, bolts etc. 47.98 47.98 47.98

( i ) 120 cm equilateral triangle

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 684.91 697.59 710.27

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 8189.14 8341.47 8495.68

( ii ) 90 cm equilateral triangle

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 451.24 459.59 467.95

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 5618.77 5723.49 5830.10

( iii ) 75 cm equilateral triangle

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 359.65 366.31 372.97

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 4611.33 4697.40 4785.35

( iv ) 60 cm equilateral triangle

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 284.33 289.59 294.86

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 3782.78 3853.51 3926.12

(v ) 120 cm circular

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 12962.70 13203.43 13446.03

(vi) 90 cm circular

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 695.18 708.05 720.93

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 8302.13 8456.54 8612.84

(vii) 75 cm circular

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 529.13 538.93 548.72

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 6475.56 6596.15 6718.63

( viii) 60 cm circular

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 393.03 400.31 407.59

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 4978.53 5071.39 5166.15

(ix) 90 cm x 75 cm rectangular

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 728.56 742.05 755.54

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 8669.32 8830.54 8993.64

( x ) 80 cm x 60 cm rectangular

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 561.65 572.05 582.46

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 6833.34 6960.56 7089.66

( xi ) 60 cm x 50 cm rectangular

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 407.58 415.13 422.68

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 5138.59 5234.42 5332.13

( xii ) 60 cm x 45 cm rectangular

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 381.91 388.98 396.05

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 4856.13 4946.73 5039.21

( xiii ) 60 cm x 60 cm square

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 458.94 467.44 475.94

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 5703.50 5809.80 5917.98

( xiv ) 120 cm high octagon

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 13546.45 13797.98 14051.40

( xv ) 90 cm high octagon

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 725.14 738.57 751.99

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 8631.66 8792.18 8954.59

( xvi ) 75 cm high octagon

e) Contractor's profit on (a+b+c+d) (@ 10%) (@ 10%) (@ 10%) 532.55 542.41 552.28

Rate per traffic sign = ( i+ii+iii+a+b+c+d+e) 6513.22 6634.51 6757.68

1.Any one area of aluminium sheeting given at (i) to (xvi) may be adopted as per site requirement and in accordance with IRC : 67

2.Rate for excavation, cement concrete M-25 and painting may be taken from respective chapters- 08 & 09 respectively.

3. The depth of foundation and quantity of cement concrete in the foundation are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards.

8.06 801 Direction and Place Identification Signs with size more than 0.9 sqm size Board.

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Taking output = 1.5 sqm

i) Excavation for foundation cum 0.243 0.243 0.243 126.60-L 128.90-M 131.30-S 32.00 32.61 33.19 9.01 A (I)

(Rate taken from item No. 9.01 A (I) including OH & CP)

(Rate taken from item No. 9.06, E, Case-II including OH & CP)

iii) Painting angle iron post two coats sqm 2.827 2.827 2.827 66.40-L 67.60-M 68.80-S 190.82 194.50 197.89 8.09

(Rate taken from item No. 8.09 including OH & CP)

a) Labour (For fixing at site)

Mild steel 'L' angle back support 40 x 40 x 5 mm kg 14.400 14.400 14.400 57.03 821.28 821.28 821.28 M181/ 1000

Mild steel circulatar pipe 65 NB, 3.2 mm thickness, 3.6 meter height kg 41.112 41.112 41.112 57.03 2344.75 2344.75 2344.75 M181/ 1000

Aluminium sheeting fixed with encapsulated lens type reflective sheeting sqm 1.500 1.500 1.500 7846.87 11770.31 11770.31 11770.31 M-061

Add 2 per cent of cost of materials for drilling holes, nuts, bolts, fabrication etc. 298.73 298.73 298.73

Cost for 1.5 sqm= ( i+ii+iii+a+b+c+d+e) 19532.78 19895.84 20262.65

Rate per sqm (for sign having area more than 0.9 sqm)= ( i+ii+iii+a+b+c+d+e)/1.50 13021.86 13263.90 13508.44

8.13 803 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Taking output = 600 sqm

Road marking machine @ 60 sqm per hour hour 10.000 10.000 10.000 1349.00 13490.00 13490.00 13490.00

Hot applied thermoplastic compound Litre 1500.000 1500.000 1500.000 183.25 274875.00 274875.00 274875.00

Reflectorising glass beads kg 150.000 150.000 150.000 65.04 9756.00 9756.00 9756.00

Total cost without OH & CP 298673.13 298673.13 298673.13

Rate per sqm = a+b+c+d+e)/600 591.37 602.32 613.28

Note 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. Say 591.40 602.30 613.30

SUB-BASES, BASES ( NON - BITUMINOUS) AND SHOULDERS

Sr. No. Ref. to M. Description Unit Quantity as per Project Category Rate Amount Remarks/ Input ref.

4.01 401 Granular Sub-Base with Graded Material (Table:- 400-1) Large Medium Small Large Medium Small

A Plant Mix Method

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

Taking output = 400 cum

(i)250 tonne per hour hour 4.480 649.00 2907.52 PM17001

(ii)200 tonne per hour hour 5.600 354.00 1982.40 PM17002

(iii)100 tonne per hour hour 11.200 329.00 3684.80 PM17003

Electric generator

Front end loader

(I)3.1 cum capacity hour 9.502 3433.00 32620.37 PM5001

(ii) 2.1 cum capacity hour 14.047 2033.00 28557.55 PM5002

(iii) 1 cum capacity hour 29.371 1366.00 40120.79 PM5003

Tipper for transportation

(I)18 cum capacity t.km 840xL1 4.80 4032.00 L1=1km & PM72001 `

(ii) 14 cum capacity t.km 840xL1 5.48 4603.20 L1=1km &PM73001

(iii) 10 cum capacity t.km 840xL1 6.80 5712.00 L1=1 km &PM74001

For loading and unloading Time

(I)18 cum capacity hour 4.480 2239.00 10030.72 PM6001

(ii) 14 cum capacity hour 5.600 1998.00 11188.80 PM6002

(iii) 10 cum capacity hour 11.200 1785.00 19992.00 PM6003

(i)Motor grader 4.30 metre blade hour 3.226 5450.00 17581.70 PM2001

(ii)Motor grader 3.70 metre blade hour 3.891 4985.00 19396.63 PM2002

(iii)Motor grader 3.35 metre blade hour 4.339 4403.00 19104.62 PM3003

c) Material Signorance fee

Granular sub-base Material as per table 400-1 Description Qty as oer execytuib %of stone aggregate Total Qty Basic rate

For Grading-I Material GSB

For Grading-II Material

For Grading-III Material

For Grading-IV Material

For Grading-V Material

For Grading-VI Material

4.01A (i) Rate per cum for grading-I Material

Total cost (Without O.H.& C.P.) 439548.16 438605.08 463613.10

Rate per cum = (a+b+c+d+e)/400 (With O.H. & C.P.) 1305.46 1326.78 1427.93

Carriage of Stone aggregate 1.346156 1545.7 Rs. Per m3 2080.75

Total Rs. Rs. 3508.65

12.01 304 Excavation for strucutres

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I Ordinary soil

Taking output=10 cum

(i) Depth upto 3 m

Note 1. Cost of dewatering may be added where required upto, 10 percent of labour cost Assessment for dewatering shall be made as per site conditions.

2.The excavated earth can be used partially for backfilling of foundation pit and partly for road work except for marshy soil. Hence cost of disposal has not been added except for marshy soil. This remark is common to all cases of item 12.01 excluding marshy soil.

3. The cost of shoring and shuttering, where needed, may be added @ 1 percent on cost of excavation for open foundation.

12.01 (I) A (ii) Depth 3 m to 6 m

Note Cost of dewatering may be added where required upto 15 percent of labour cost. Assessment for dewatering shall be done as per actual ground conditions.

12.01 (I) A (iii) Depth above 6 m

Note Cost of dewatering may be added where required upto 20 percent of labour cost. Assessment for dewatering shall be done as per actual ground conditions.

12.01 (I) B Mechanical Means

(i) Depth upto 3 m

Taking output = 330cum

Hydraulic excavator For excavation

(i) 1.2 cum bucket capacity hour 4.627 2703.00 12506.78 PM3003

(ii) 1.1 cum bucket capacity hour 5.329 2432.00 12960.13 PM3004

(iii) 0.9 cum bucket capacity hour 7.450 2202.00 16404.90 PM3005

For backfilling (considering 60% of the excavated material)

(i) 1.2 cum bucket capacity hour 2.776 2703.00 7503.53 PM3003

(ii) 1.1 cum bucket capacity hour 3.197 2432.00 7775.10 PM3004

(iii) 0.9 cum bucket capacity hour 4.470 2202.00 9842.94 PM3005

Tipper for transportation of excess material to dumping yard considering lead @ 1km

(i) 18 cum capacity t.km 198.000 4.80 950.40 PM72001

(ii) 14 cum capacity t.km 198.000 5.48 1085.04 PM73001

(iiii) 10 cum capacity t.km 198.000 6.80 1346.40 PM74001

6.01 601 Dry Lean Cement Concrete Sub- base

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Taking output = 450 cum.

Paver with electronic senser

(i)Paver Finisher Concrete with 300HP Motor hour 2.045 25929.00 53024.81 0.00 0.00 PM30001

(ii)Paver Finisher Concrete with 241HP Motor hour 3.000 16593.00 0.00 49779.00 0.00 PM30002

(iii)Paver Finisher Concrete with 118HP Motor hour 5.625 3764.00 0.00 0.00 21172.50 PM30003

Vibratory roller 8-10 t capacity hour 2.045 3.000 5.625 1996.00 4081.82 5988.00 11227.50 PM10001

Tipper for Transportation

(i) 18 cum capacity t.km 990 x L1 4.80 4752.00 PM72001

(ii) 14 cum capacity t.km 990 x L1 5.48 5425.20 PM73001

(iii) 10 cum capacity t.km 990 x L1 6.80 6732.00 PM74001

For loading& unloading

Water tanker(speed@20km/hr and return speed@30km/hr and spreading [email protected]/hr)

(i) 16KL Capacity hour 1.509xL1+7.245 1121.000 9813.23 PM11001

(ii) 12KL Capacity hour 2.013xL1+9.66 947.000 11054.33 PM11002

(iii)6KL Capacity hour 4.025xL1+19.32 707.000 16504.92 PM11003

Concrete from sub-analysis of concrete Rate

(i) Using Batching Plant 240 Cum Capacity (Rate taken from sub-analysis of concrete-21.18 A) cum 450.000 2048.60 921870.00 0.00 0.00 21.18 A

(ii) Using Batching Plant 240 Cum Capacity (Rate taken from sub-analysis of concrete-21.18 A) cum 450.000 2048.60 0.00 921870.00 0.00 21.18 A

(iii)Using Batching Plant 120 Cum Capacity (Rate taken from sub-analysis of concrete-21.18 C) cum 450.000 2074.30 0.00 0.00 933435.00 21.18 C

Total cost( Without O.H&C.P.) 1019713.01 1021100.43 1024032.44

Rate per cum=(a+b+c+d+e)/450 (with OH.&C.P) 2692.04 2745.63 2803.57

Carriage of Coarse Aggregate 0.9 1286.62 Rs. Per m3 1157.96

Carriage of Cement 0.15 607.8 Rs. Per MT 91.17

Carriage Corse Sand 0.45 1141.54 Rs. Per m3 514.83

Finished Rate 4567.56

NAME OF WORK:- ESTIMATE FOR WIDENING OF ROAD ROM CITY BOOKING OFFICE TO MAHMOOD CHOWK PART OF K.P.R.A ROAD. (LENGTH- 2.1 KM. FOR THE YEAR 2020-21)

Sl no Item No Item of Work Quantity Rate Amount

1 12.1 (i)/B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

1 4.2 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

In Widening Portion

#REF! x 0.15 m = #REF!

In Existing Carriage way - Qty sheet attached #VALUE!

#REF! Rs.888.54Per m3 #REF!

2 6.01 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

In Widening Portion

#REF! x 0.1 m = #REF!

In Existing Carriage way - Qty sheet attached 1310.500Cum

#REF! Rs.1019.70Per m3 #REF!

3 6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 2210.6

In Widening Portion 221.06

In Existing Carriage way - Qty sheet attached 3276.250Cum

#REF! Rs.1019.70Per m3 #REF!

4 2.06 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately

In Existing Carriage way - Qty sheet attached 3276.250Cum

0.000Cum Rs.763.50Per m3 Rs.0.00

6 8.1 Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)

0.000m Rs.191.00Per m Rs.0.00

7 8.20 Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)

8 8.27 Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation

0.000Nos Rs.0.00Per Nos Rs.0.00

9 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

(i) (i) 90cm equilateral triangle for cross road curve and school 0.000 Nos Rs.6586.30Per each Rs.0.00

ii 90cm high octagon for stop symbol at major junction + type 0.000 Nos Rs.10148.20Per each Rs.0.00

iii 60cm circular for speed limit at school market and residential area and no horn for hospital 0.000 Nos Rs.5829.40Per each Rs.0.00

iv 80x60cm rectangular for place identification 0.000 Nos Rs.8022.20Per each Rs.0.00

10 8.07 Direction and place identification signs over head (Gantry) signboard 0.000 Nos

0.000 Nos Rs.15262.20Per each Rs.0.00

11 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes

0.00Sqm Rs.663.70Per Sqm Rs.0.00

Street light foundation work

4 Coarse sand 50.337Cum Rs.175.80Per m3 Rs.8849.28

5 Chips 29.160Cum Rs.581.90Per m3 Rs.16968.20

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

Item no. Item Unit Quantity Rate per Unit Amount

3.16(i)/3.18 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. cum 35901.10 35.29 1266949.82 1.0000

WRD Providing & Laying Empty Cement Bag with Local Sand,Stiching the Bag and Placing in position including Supply of E.C.Bags,Local sand, Sutali etc all completed as per Specification and direction of E/I each bag 9.900 0.00

WRD5.7.52 Supply of New bag and N.C. with labour for filling new Empty Cement Bag with local sand(Volume of filled bag 1.2cft and weight 50 kg),stitching on two lines by approved nylon thread with stitching machine and generator,stacking the bags and placing in Nylon Crate of size(1mx1mx1m) with a lead of 150m including supply of nylon threads etc. placing the filled crates in dry portion within a lead of 30 m, all complete as per approved design, specification and direction of E/I NC 247.500 0.00

WRD 5.7.48 Providing ,laying and filling Geo bags of size 1mx0.7m(Type A 300GSM nonwoven)weight of bag 420gm,volume of filled bag 0.07cum,weight of filled Geo bag 126kg with local sand including stiching in four lines by approved nylon thread with stitching machine and generator,stacking and placing in gabian of size 1.8mx1.8mx0.5m(18 nos.Geo bags per gabian) after loading, unloading and carriage with the help of trolley within 150m lead all complete as per specification and direction of E/I each Gabian 182.390 0.00

WRD 5.7.50 Providing , laying and filling Geo bags of size 1mx0.7m(Type A 300GSM nonwoven)weight of bag 420gm,volume of filled bag 0.07cum,weight of filled Geo bag 126kg with local sand including stiching in four lines by approved nylon thread with stitching machine and generator,stacking and placing after Loading ,unloading and carriage with help of tractor /trolley within 150m lead in boat . all complete as per specification and direction of E/I each Geobag 10.130 0.00

4.01Ai Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in Plant method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 cum 14606.93 936.26 13675884.28

4.14B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum 14168.18 1002.06 14197361.44

5.04B Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. cum 11430.38 925.04 10573554.09

5.05(B) Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. cum 5379.00 744.42 4004235.18

5.11 Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516. Sqm 5379.00 12.73 68467.48

6.01 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. cum 14168.18 1037.57 14700530.01

6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing cum 11430.38 1037.57 11859859.91

8.04(i-vii) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. each 133.31 0.00

8.05 Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) sqm 148.12 0.00

8.6 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) sqm 177.02 0.00

8.14(i) 5TH Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) each 447.20 0.00

8.14(ii) ORDINERY KM Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) each 307.46 0.00

8.14(iii) HECTOKM (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) each 54.67 0.00

8.16 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) each 86.11 0.00

8.22 crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) m 285.20 0.00

8.38 Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) 0.00

9.04A Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excaGStion, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000mm dia m 0.00 62.95 0.00

9.04B Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excaGStion, protection works, backfilling, concrete and masonry works in head walls and parapets . 1200mm dia m 70.43 0.00

9.06A Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications . PCC M 15 1141.78 0.00

9.06B PCC Grade M20 1125.42 0.00

9.06C RCC Grade M20 1092.71 0.00

12.03 Sand Filling in Foundation Trenches as per Drawing & Technical Specification cum 0.00 173.70 0.00

12.05 Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.Rate for Brick Work in C. M. 1:4 in foundation cum 153.50 0.00

12.08A Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC-M15 cum 31.12 1141.78 35534.48

12.8B Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC-M20 cum 134.92 1125.42 151841.67

12.8C Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC-M20 Using Concrete Mixture cum 1092.71 0.00

12.09A Providing and constructing temporary island 24m diameter for construction of Well foundation for 8m dia. Well.Assuming depth of water 1.0 m and height of island to be 1.25m including Royalty for earth @ ₹ 18661.1 for each island. nos. 0.00 31070.92 0.00

12.09B Providing and constructing temporary island 24m diameter for construction of Well foundation for 8m diaAssuming depth of water 4.0 m and height of island to be 4.5m including Royalty for earth @ ₹ 44748.0 for each island nos. 0.00 136899.00 0.00 1.83 2.745

12.9C Providing and constructiing one span service road to reach island location from one pter location to another pier loaction.Assuming span length 30m, width of service road 10m and depth of water 1m including Royalty for earth @ ₹495.00 per m length of span m 0.00 627.75 0.00

12.11A(ii) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification .Well curb RCC M25 Grade Using concrete mixer cum 1092.71 0.00

12.11A(iv) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification .Well curb RCC M35 Grade Using concrete mixer cum 1092.71 0.00

12.11B(v) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification .Well Steining Rcc M25 Using concrete mixer cum 1092.71 0.00

12.11B(viii) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification .Well Steining Rcc M35 Using concrete mixer cum 1092.71 0.00

12.11C(ii) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification .Bottom plug PCC M25 Grade Using concrete mixer cum 1125.42 0.00

12.11D(i) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification .Intermediate plug PCC M25 Grade Using concrete mixer cum 1125.42 0.00

12.11E(iii) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification .Intermediate plug PCC M25 Grade Using concrete mixer cum 1125.42 0.00

12.11F(iii) Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification .Well cap RCC M30 Grade Using concrete mixer cum 1092.71 0.00

12.21 Sand Filling in Wells complete as per Drawing and Technical Specifications. cum 173.70 0.00

12.25 case I Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and remoGSl of excaGSted earth with all lifts and lead upto 1000 m. m 0.00 1285.24 0.00

12.40 D c1 Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M35 case 1 cum 0.00 1092.71 0.00

12.41 c1 Leveling Course for pile cap pccM15 CUM 0.00 1141.78 0.00

13.3 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications sqm 0.00

13.5(B) P case 1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 cum 0.00

13.5E(p) case1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 upto 5m using concrete mixer cum 0.00

13.5G (p) Case 1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 upto height 5m cum 0.00 1092.71 0.00

13.5G (q) Case 1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 height 5m-10m cum 0.00

13.05H(P) Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC M 35 upto 5 m depth cum 0.00 1092.71 0.00

13.05 I p c1 RCC M40 cum 0.00

13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications cum 0.00 0.88 0.00

13.9A Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material cum 200.44 0.00

13.9B Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy Materials cum 0.00 173.70 0.00

13.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. cum 0.00 827.08 0.00

14.1C case 1(ii)p Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30 Using Concrete Mixer For T-beam & slab, 25-35 per cent of (a+b+c) Height upto 5m cum 0.00 1092.71 0.00

14.1C case I(ii)q Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30 Using Concrete Mixer For T-beam & slab, 25-35 per cent of (a+b+c) Height 5m-10m cum 0.00

14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications cum 0.00 1092.71 0.00

14.5 Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. sqm 21.17 0.00

14.6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 93.15 0.00

14.7 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 20 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. m 25.56 93.15 2380.91

14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 0.00 1141.78 0.00

14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification cum 0.00 1092.71 0.00

15.09 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications m2 7.60 0.00

15.11ECI RCC M25 CUM 1092.71 0.00

15.14 Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. CUM 0.88 0.00

15.16 RCC Approach slab cum 25.20 1092.71 27536.24

15.18 Wearing Coat M30 cum 10.45 1092.71 11416.23

15.23 A Back filling Granular Material cum 200.44 0.00

15.23 B Back filling Sandy Material cum 18.71 173.70 3249.26

15.24 Filter Media cum 13.25 827.08 10960.13

16.01 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. cum 758.05 0.00

16.02 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. cum 0.00 758.31 0.00

16.04A Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with minimum cement content of 250 kg/cum.Stone/Boulder cum 0.00 758.05 0.00

16.05 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications cum 0.00 827.08 0.00

16.08A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding. Rubble stone laid in cement mortar 1:3 cum 1208.48 0.00

16.08B Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.Cement Concrete blocks Grade M15 cum 1518.56 0.00

16.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. CUM 758.05 0.00

BCD Brick on edge soling and flat soling with supplied material sqm 498.06 0.00

13.1 Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications cum 153.50 0.00

12.08 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20 cum 157.50 1141.78 179830.35

9.06 A (Case-I) Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 cum 762.50 1121.76 855342.00

9.06 C (Case-I) Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M20 using batching plant, transit mixer & manual placing cum 4050.75 1121.76 4543969.32

seigniorage fee 4918576.00

Project Name : Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Project Name : Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Project Name : Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Project Name : Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Project Name : Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

BAR CHART SHOWING SEQUENCCE OF CONSTRUCTION PROGRAMME

Sl No Discription Month

1 Site Clearance & Dismantling

2 Earth work (Cutting / Filling)

3 Sub-Base and Base (Non Bituminous)

4 Flexible Pavement (Bituminous)

6 Miscellaneouse & Road Furniture

Chaiange Length Gross Volume (X) Exist Volume (Y) Net Earth work Qty m3 (E-H)

Av. Width (Top Width -9.00m & Bottom Width 12.00m) Av. Height Total Gross Volume (A x C x D) Av. Width (Top Width -3.75m & Bottom Width 6.95m) Av. Height Total Gross Volume (A x F x G)

A B C D E F G H I

Total 3190.00m3

Estimate for Widening & Strengthening of Old alignment of Purnea Katihar Road (NH-131A) from (i) Lelha Chowk to IOCL Petrol Pump (Ch. 62.11km to 63.01Km) & (ii) Dalan Chowk to Kushwaha Chowk (Ch. 47.35Km to 60.45Km) (Total Length = 14.00km)

Sl. Section Filling Volume

No. From Difference Area Average Volume

Sq. Mtrs Sq. Mtrs Cubic Meters

Total Qty 9414.536

Road Appurtenances (Road Signage)

Sl no Item No Item of Work Quantity Rate Amount

1 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

(i) 90cm equilateral triangle for cross road curve and school 48.000 Nos Rs.6736Per each Rs.323321.40

2 ii 90cm high octagon for stop symbol at major junction + type 4.000 Nos Rs.9202Per each Rs.36809.05

3 iii 60cm circular for speed limit at school market and residential area and no horn for hospital 20.000 Nos Rs.5414Per each Rs.108275.25

4 iv 80x60cm rectangular for place identification 12.000 Nos Rs.7337Per each Rs.88048.35

5 8.07 Direction and place identification signs over head (Gantry) signboard

Start and end 2.000 Nos Rs.523789Per each Rs.1047578.00

6 8.03 i Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)

2 X 31.20sqm X 10000 / 10 62400.000 Nos Rs.1Per cm per letter Rs.62400.00

7 8.14 Kilometre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

5th kilometre stone (Precast) 2 Nos Rs.4719Per each Rs.9437.88

8 5th kilometre stone (Precast) 5 Nos Rs.2782Per each Rs.13907.93

9 5th kilometre stone (Precast) 24 Nos Rs.784Per each Rs.18815.96

10 8.35 Providing and fixing of road stud 100 x 100mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar as per BS 873 part 4:1973

Culvert 19 x 4 x 15.00 m 1140 m

11 8.15 Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings

Culvert 19 x 4 x 4.00 m 304 m

304 No Rs.795Per each Rs.241558.40

12 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes

For Zebra Crossing in junctions

50 % of 28No x 2.0m x 7m 196.00Sqm

Total Rs.4050546.48

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

SIDE DRAIN (Road Signage)

Sl no Item No Item of Work Quantity Rate Amount

14 9.01B (I) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

mechanical means

15 9.06A Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

16 9.06 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

17 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

10mm @ 125mm C/C

Wall verticle Earth face

8mm @ 125mm C/C

Wall verticle Earth face

8mm @ 150mm C/C

Wall Horizontal

10mm @ 150mm C/C

Base Transverse Top bar

10mm @ 150mm C/C

Base Transverse Bottom bar

8mm @ 150mm C/C

Base longitudinal

8mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

10mm @ 125mm C/C @kg/m @kg/m @kg/m

Cover transverse Bottom bar

8mm @ 150mm C/C @kg/m @kg/m @kg/m

Cover longitudinal

Haunch Bar 8mm @ 150C/C

@kg/m @kg/m @kg/m 122817.82Kg

Total Rs.13824478.28

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

Detail Estimate for Construction of over head (Gantry) signboard

Sl no Item No Item of Work Quantity Rate Amount

1 12.1 (i)/B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2 4.2 Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-15

3 9.06 C Case II Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M-20

4 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Quantity vide item no.3 4.392Cum

70 @kg/m @kg/m 0.3074MT

or 0.3074mt Rs.79284.79Per MT Rs.24375.32

5 8.07A Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

A) Vertical Post 300mm M.S. PIPE

2 x 6 = 12.0m 95.75 @kg/m @kg/m @kg/m @kg/m 1149.00Kg

B) MS plate at bottom of post(750 x 750 x 8mm)size

2 x 0.75 x 0.75 @kg/m @kg/m @kg/m

= 1.125sqm 62.8 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 70.65Kg

C) MS plate at bottom of post(700 x 700 x 12mm)size

= 2.940sqm 94.2 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 276.95Kg

D) Truss 60mm M.S. Pipe Length

= 160.000m 4.56 @kg/m @kg/m @kg/m @kg/m 729.60Kg

E) Back frame of sign board(50x50x5mm)

= 147.000m 3.5 @kg/m @kg/m @kg/m @kg/m 514.50Kg

F) 25mm dia 750mm long MS Bolt with nuts

= 16.000No 4.5 @kg/each @kg/each @kg/each @kg/each 72.00Kg

G) 25mm dia 75mm long MS Bolt with nuts

= 16.000No 0.5 @kg/each @kg/each @kg/each @kg/each 8.00Kg

H) MS plate to support verticle pipe (350 x 150 x 8mm)

= 1.680sqm 62.8 @kg/sqm @kg/sqm @kg/sqm @kg/sqm 105.50Kg

@kg/m @kg/m @kg/m 2926.20Kg

or 2.93mt Rs.52958.00Per MT Rs.154965.81

6 8.07B Alluminium Alloy Plate for over head Sign

7 8.09 Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade

Truss 160 x 3.14 x 0.06 m 30.144Sqm

Back Frame 52.50 x 0.20 m 10.500Sqm

60.330Sqm Rs.70.00Per m2 Rs.4223.07

Total Rs.40819171.68

J.E./ ROAD A.E./ ROAD Executive Engineer

Katihar Katihar Road Division, Katihar

ROAD JUNCTIONS +

Item No SOR Ref No Description Unit No Area (Sqm) Depth (m) Quantity Unit Rate (Rs.) Amount (Rs.)

1 3.06 Excavation in soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines grades and cross sections and transporting to the embankment location with in all lift and lead upto 1000m (including Royality @ Rs. 22.00 per cum watering folling & Compaction) Cum 2 1094.284 0.495 1083.341 102.400 110934.135

2 4.01A Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Cum 2 1094.284 0.250 547.142 3233.791 1769343.003

3 4.14A Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2 1094.284 0.250 547.142 3366.061 1841713.348

4 5.01 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. sqm 2 1094.284 2188.568 48.673 106523.378

5 5.02 i Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. sqm 2 1094.284 2188.568 14.606 31967.248

6 5.02 ii Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. sqm 2 1094.284 2188.568 21.233 46470.050

7 5.04 B Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. sqm 2 1094.284 0.065 142.257 12970.542 1845149.406

8 5.05 B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. sqm 2 1094.284 0.030 65.657 14661.103 962604.619

ROAD JUNCTIONS +

Item No SOR Ref No Description Unit No Area (Sqm) Depth (m) Quantity Unit Rate (Rs.) Amount (Rs.)

1 3.06 Excavation in soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines grades and cross sections and transporting to the embankment location with in all lift and lead upto 1000m (including Royality @ Rs. 22.00 per cum watering folling & Compaction) Cum 4 420.770 0.495 833.125 102.400 85311.959

2 4.01A Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Cum 4 420.770 0.250 420.770 3233.791 1360682.337

3 4.14A Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 4 420.770 0.250 420.770 3366.061 1416337.488