ABSTRACT OF COST FOR PAVEMENT

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2 ABSTRACT OF COST FOR PAVEMENT Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch Km) to Dakte Hoj (Ch Km) via Sagalee, Toru, Kheel Km) Annexure-F Item Description of item Qnty Rate unit Amount Remark PAVEMENT KM Each As Per Annexure- F1 Total

3 ABSTRACT OF COST (Sh: GSB, WMM, BM & SDBC) Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch Km) to Dakte Hoj (Ch Km) via Sagalee, Toru, Kheel Km) Annexure - F-1 Sl. No. Reference of MoST Specification Description Unit Quantity Rate Amount Remarks I. A, 202 Dismantling of flexible pavements and disposal of dismantle materials up to a lead of 1000 mtrs, stacking serviciable and unserviciable materials seperately. Cum By manual means Bituminous courses , Compaction of original ground Compaction of original ground supporting loosening of the ground up to a level of 500 Cum mm below the subgrade level, watered graded and compacted in layers to meet requirement of table for sub-grade construction A (i) 401 Granular Sub-base with Close Graded Material (Table: ) 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 ) Cum Wet Mix Macadam (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 Case-II,510 Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) Case-II 13 mm nominal size chipping Sqm , 502 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) Sqm

4 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/granular surface cleaned with mechanical broom. Sqm (ii) Bituminous Macadam (Providing and laying bituminous macadam with TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses and to achieve the desired compaction) For grading II (19 mm nominal size) Cum (i) Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous 4.5 to 5 % 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 MoRTH specification clause No. 508 complete in all respects) For grading I (13 mm nominal size) Cum (ii), 803 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) Up to 10 cm in width Sqm Cost for 1.00 km Total = Add Cost of Carriage of materials and Difference cost of Bitumen (As per annexure-(ix)

5 DETAILS OF MESUREMENT (Pavement works) Double Lanning (Sh: G.S.B. Pavement work) Details for 1.00 km 1. Dismantling of flexible pavements and disposal of dismantle.. Quantity = x x = Cum 2. Compaction of original ground Quantity = x x = Cum Add 5% extra for super elevation = Cum Total = Cum 3. Providing laying, spreading and compacting Quantity = x x = Cum Add 5% extra for super elevation = Cum Total = Cum 4. Providing laying spreading wet mix macadam For road formation For 1 st layer (WMM) = 1 x x x = Cum Shoulders = 2 x x x = Cum For 2 nd layer(wmm) = 1 x x x = Cum Shoulders = 2 x x x = Cum = Cum Add 5% extra for super elevation = Cum Total = Cum 5. Surface dressing on shoulders (13 mm chipping size) For both side = 1 x 2 x x = Sqm Add 5% extra for super elevation = Sqm Total = Sqm 6. Providing & laying primer coat Quantity = 1 x x 7.00 = Sqm Add 5% extra for super elevation = Sqm Total = Sqm 7. Providing & laying tack coat Quantity = 1 x x 7.00 = Sqm Add 5% extra for super elevation = Sqm Total = Sqm

6 8. Providing & laying bituminous macadam 75 mm thick Quantity = 1 x x 7.00 x = Cum Add 5% extra for super elevation = Cum Total = Cum 9. Providing & laying SDBC 25 mm thick Quantity = 1 x x 7.00 x = Cum Add 5% extra for super elevation = 8.75 Cum Total = Cum 10. Road marking paint Size of road marking line = 1.2 x 0.13 Gap between two marking = 0.8 Total markings = / ( ) = 500 nos Total painting area = 500 x x = Sqm Both side kerb lines = x 2.00 x = Sqm Total = Sqm

7 Theoritical Consumption of Road Metal For 1.00 km Annexure "ix" S.N. Description of Item Quantity Unit mm mm Micron mm mm 2.36 mm below Bitumen 80/ mm 6.70 mm Remarks Coef. Quantity Coef. Quantity Coef. Quantity Coef. Quantity Coef. Quantity Coef. Quantity Coef. Quantity Coef. Quantity Coef. Quantity GSB Cum WMM Cum Priming Coat Sqm Tack Coat Sqm Bitumenous Macadam 75 mm Cum SDBC - 25 mm Cum Surface Dressing Sqm Total Add 5% for Wastage MT/Cum MT/Cum MT MT MT MT MT MT MT MT MT Total Quantity of Bitumen Total Quantity of Aggregate MT MT Cost for Cartage of Materials including loading & un loading Amount in Rs. a) Bitumen /Km/MT b) Sand/Stone Chips/Aggregate /Km/MT Total (A) Loading & un loading of Forest Products and other category of materials a) Sand/Aggregate/Bo ulder etc /Cum b) Cement, Steel, Bitumen and other items /MT (B) c) Difference of Cost for Bitumen for 1.00 Km length of road /MT (C) (Prevailing Market Rate - Basic rate of APSR'2007) =( ) = Total Cost (A+B+ C)

8 Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch Km) to Dakte Hoj (Ch Km) via Sagalee, Toru, Kheel Km) PAVEMENT DESIGN ( Refer : IRC-37, 2001, Para ) Computation of design traffic (i) Two lane carriage way = 7.00 mtr (ii) Initial traffic in the year of construction (A) = 100 cv/day (sum of both direction) (iii) Traffic growth rate per annum (r) = 5% (iv) Design life (N) = 15 years (v) Vehicle damage factor (F) = 1.5 (vi) CBR Value = 9% (vii) Distribution factor (D) = 0.75 Cummulative number of standard axles to be created for in the design equation N = 365x[(1+r) n -1] x A x D x F = msa r = 0.88 msa Adopted for design purpose = 1.00 msa

9 ABSTRACT OF COST Annexure - G Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch Km) to Dakte Hoj (Ch Km) via Sagalee, Toru, Kheel Km) Sub Head :- Construction of Double Lane RCC T- Beam with well foundation bridge. Sl. No Span of Bridge Sub Structure Super Structure Approach Road Dismentalling Sub Head of Works Protection Work Metal Beam Crush Barier Acqusition of Land Difference of Cost of Materials Sub Soil Investigation (Per Bridge) Total Cost Reference Remarks Mtr Construction of Double lane ( Stilwell) road from Km to Km on NH 153 in the State of A P Estimate Sanctioned by MoRTH Mtr Total Mtr Sub Total Cost for Per Mtr Prevailing Market Rate

10 Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch Km) to Dakte Hoj (Ch Km) via Sagalee, Toru, Kheel Km) DETAILS OF BRIDGES Sl. No. Chainage (in Km) Name of River/Nallah Span (in Mtr) Remarks Bobia Pare Dolo Khyate Gai Sabso Tarso Kulung Pang Dardang Mithun Nimte Balapu Tabe Tara Pumbang Mowa Soro Sho Lusin Talam Taj Luksin Total

11 ABSTRACT OF COST FOR ROAD SIGN BOARD & KM STONE Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch Km) to Dakte Hoj (Ch Km) via Sagalee, Toru, Kheel Km) Annexure - H Item Description of item Qnty Rate unit Amount Remark Road sign Board & KM Stone KM KM As Per Annexure- H1 Total

12 ABSTRACT OF COST Name of Work :- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch Km) to Dakte Hoj (Ch Km) via Sagalee, Toru, Kheel Km) Annexure - H-1 (SH:- Road Sign Board and KM stone) for 10.00KM Sl.No. Item Quantity Unit Rate Amount Remarks 1 Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) Sqm APSR'2007 It Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) Sqm It Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) 5th kilometre stone (precast) Sqm It-8.14 (i) (ii) Ordinary Kilometer stone (Precast) Sqm It-8.14 (ii) Total = Rs for 10.00KM Rs for 1.00KM

13 DETAILS OF MEASUREMENTS Name of Work:- CONSTRUCTION OF TRANS - ARUNACHAL HIGHWAY (SH:- Road from Khodaso (Ch Km) to Dakte Hoj (Ch Km) via Sagalee, Toru, Kheel Km) Details for 10.00KM (SH:- Road sign board and Km. stone). Item No.:- 1 Item No.:- 2 Item No.:- 3 Direction and Place Identification sign size upto 0.90 Sqm. 20 x 8 x 0.405x10 = Sqm. Direction and Place Identification with size more than 0.90 Sqm... 5 x 1.80x10 = Sqm. Km Stone (i) 5 th Km Stone.. = 2 Nos (ii) Ordinary Km Stone. = 9 Nos

14 Analysis of Rate - 1 Carrige of Materials Carriage of Bitumen from Guwahati(Indian Oil Depot at Noonmati) to Site of work Including loading and unloading etc. Complete as per direction of Engineer - in - charge. (Rate as per Analysis of rate MORT & H 2006) (APSR (R&B) Item A & B ) Details for 1.00 MT. Lead Total Lead = 328 Km (Average) (i) From Guwahati tobanderdew= 214 Km (Plain Road) (ii) From Banderdewa to Doimu= 28 Km (Hill Road (ii) From Doimukh to Site of Wo= 106 Km (Hill Road Amount (a) For Plain Road 214 x 1.00 x 3.70 tonne Km = (b) For Hill Road 1st Ch. = 0.00 to Km = x 7.80 = nd Ch. = to Km = 50.00x7.00 = rd Ch. = to Km = 34.00x6.60 = Per Mt

15 Analysis of Rate - 2 Carrige of Materials (i) Carriage of Steel Iron Banderdewa to Site of work Including loading and unloading etc. (APSR (R&B) Item A & B ) Details for 1.00 MT. Lead Total Lead = 134 Km (Average) (i) From Banderdewa to Doimukh = 28 Km (Hill Road) (ii) From Doimukh to Site of Work = 106 Km (Hill Road) Amount (a) For Hill Road i) For distance 0-50 km 7.80/km = ii) For distance 50.00km -100km 50.00k m@ Rs7.00/Km = iii) For Distance Km to Km Rs.6.60/km = Total Rs Per M.T

16 Analysis of Rate - 3 Carriage of Materials (i) Carriage of Cement from Banderdewa to Site of work Including loading and unloading etc. Complete as per direction of Engineer - in - charge. (APSR (R&B) Item A & B ) Details for 1.00 MT. Lead Total Lead = 134 Km (Average) From Banderdewa to Doimukh = 28 Km (Hill Road) From Doimukh to Site of Work = 106 Km (Hill Road) Amount (a) For Hill Road i) For distance 0-50 km 7.80/km = ii) For distance 50.00km -100km 50.00k m@ Rs7.00/Km = iii) For Distance Km to Km Rs.6.60/km = =

17 Analysis of Rate - 4 Carrige of Materials (i) Carriage of Boulder from Quarry to Site of work Including loading and unloading etc. Complete as per direction of Engineer - in - charge. (APSR (R&B) Item 1.1 to 1.4) Capacity of Truck = 3.5 cum./6 tonne Lead Average Lead = Km (Katcha Road) Amount For Katcha Road 30 km i) Haulage Rs.10.20/ tone for = tone ii) Loading & unloading 3.50 x = Cost for 3.5 cum Cost for 1 cum = /3.50 = Say Rs

18 Analysis of Rate - 5 Carrige of Materials (i) Carriage of Sand/Shingle/moorum etc.from quantity to site of work. Complete as per direction of Engineer - in - charge. (APSR (R&B) Item 1.1 to 1.4) Capacity of Truck = 3.5 cum./6 tonne Lead Average Lead = Km (Katcha Road) Amount For Katcha Road km i) Haulage 45 Rs.10.20/ tone for = tone ii) Loading & unloading 3.50 x = Cost for 3.5 cum Cost for 1 cum = /3.50 = Say Rs percum

Analysis of Design of a Flexible Pavement with Cemented Base and Granular Subbase

Volume-5, Issue-4, August-2015 International Journal of Engineering and Management Research Page Number: 187-192 Analysis of Design of a Flexible Pavement with Cemented Base and Granular Subbase Vikash