Tolbar to Mhargaon Palla L024(cold mix) Stage-II

Amount

CONSTRUCTION OF EMBANKMENT WITH MATERIAL OBTAINED FROM ROADWAY CUTTING CONSTRUCTION OF EMBANKMENT WITH APPROVED MATERIALS DEPOSITED AT SITE FROM ROADWAY CUTTING AND EXCAVATION FROM DRAIN AND FOUNDATION OF OTHER STRUCTERS GRADED AND COMPACTED TO MEET REQUIREMENT OF TABLES 300.1 & 300.2 AS PER TECHNICAL SPECIFICATION CLAUSE 301.5 (FOR PATRL FILLING).

EXCAVATION IN FOUNDATION FOR RETAINING, BREAST WALLS ECT, IN ALL TYPES OF SOIL AND ROCKS INCLUDING ALL LEAD, LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER IN CHARGE AS PER DRAWING AND TECHNICAL SPECIFICATION CLAUSE 305.1 OF MORD SPECIFICATION

CONSTRUCTION OF R.R. STONE MASONARY IN CEMENT MORTAR 1:5 INCLUDING SUPPLY OF ALL MATERIAL, LABOUR, T & P, ROYALITY ETC REQUIRED FOR PROPER COMPLETION OF WORK AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014

CONSTRUCTION OF R.R. STONE MASONARY LAID DRY INCLUDING SUPPLY OF ALL MATERIAL, LABOUR, T & P, ROYALITY ETC REQUIRED FOR PROPER COMPLETION OF WORK AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014

COOLIE WALLING INCLUDING SUPPLY OF ALL MATERIAL, LABOUR, T & P, ROYALITY ETC REQUIRED FOR PROPER COMPLETION OF WORK AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014

HP STONE FILLING IN BACK OF STRUCTURE INCLUDING SUPPLY OF ALL MATERIAL, LABOUR, T & P, ROYALITY ETC REQUIRED FOR PROPER COMPLETION OF WORK AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014

PROVIDING AND LAYING BOULDER APRON LAID IN WIRE CRATES WITH 4 MM DIA GI WIRE CONFORMING TO IS: 280 & IS:4826 IN 100 MM X 100 M MESH (WOVEN DIGONALLY). INCLUDING 10 % EXTRA LAPS AND JOINTS LAID WITH STONE BOULDERS WEIGHING NOT LESS THEN 25 KG (CRATE SIZE 3.00 M * 1.50 M * 1.25 M) EACH AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014

PROVIDING AND LAYING OF CONCRETE FOR PLAIN CONCRETE IN OPEN FOUNDATION FOR STRUCTURE INCLUDING SUPPLY OF ALL MATERIAL, LABOUR, T & P, ROYALITY ETC REQUIRED FOR PROPER COMPLETION OF WORK AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014

PLAIN/REINFORCED CEMENT CONCRETE IN SUBSTRUCTURE COMPLETE AS PER DRAWINGS AND TECHNICAL SPECIFICATION CLAUSES 802, 804, 805, 806, 807,1202 AND 1204 (FOR HEIGHT UPTO 5 M ) (FOR HILL SIDE PUCCA DRAIN)

PROVIDING AND LAYING OF CONCRETE FOR REINFORCED CONCRETE STRUCTURE INCLUDING SUPPLY OF ALL MATERIAL, LABOUR, T & P, ROYALITY ETC REQUIRED FOR PROPER COMPLETION OF WORK AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014. R.C.C GRADE M20 FOR CROSS DRAINAGE STRUCTURE SUCH AS CULVERT, BRIDGES ETC. (CAUSEWAY)

15 MM THICK PLASTERING WITH 1:4 CEMENT MORTAR INCLUDING SUPPLY OF ALL MATERIAL, LABOUR, T & P, ROYALITY ETC REQUIRED FOR PROPER COMPLETION OF WORK AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014

SUPPLYING, FITTING AND PLACING WITH MS BAR REINFORCEMENT (Fe415) IN SUBSTRUCTURE COMPLETE AS PER DRAWINGS AND TECHNICAL SPECIFICATION CLAUSES 1002. 1005, 1010 & 1202.

PROVIDING AND FIXING OF C.C EDGE STONES 12CM * 12CM * 60CM SIZE PRECAST IN M15 CEMENT CONCRETE WITH 4 NOS. & 8 MM DIA HYSD VERTICAL BARS AND 3 NOS 6 MM DIA MS BARS STIRRUPS AS PER APPROVED DRAWING INCLUDING TWO COAT WHITE WASHING ON VALLY SIDE OF FORMATION AS PER DIRECTED BY ENGINEER-IN-CHARGE AND MORD SPECIFICATION FOR RURAL ROADS 2014

WHITE WASHING TWO COATS ON PARAPET WALLS AND TREE TRUNKS INCLUDING PREPARATION OF SURFACE BY CLEANING SCRAPING ETC. AS PER TECHNICAL SPECIFICATION CLAUSES 1916 OF MORD SPECIFICATION FOR RURAL ROADS 2014

CEMENT PLUM MASONARY WITH 40% PLUM & 60% 1:3:7 CEMENT CONCRETE INCLUDING SUPPLY OF ALL MATERIAL, LABOUR, T & P, ROYALITY ETC REQUIRED FOR PROPER COMPLETION OF WORK AS PER DIRECTED BY ENGINEER-IN-CHARGE AS PER PWD SPECIFICATIONS.

GRANULAR SUB-BASE/BASE/SURFACE COURSE WITH LOCAL MATERIALS (TABLE 400.13) BY MIX IN 4-11 PLACE METHOD NORMAL CONSTRUCTION OF GRANULAR SUB BASE BY PROVIDING LOCAL MATERIALS SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PREPARED SURFACE, MIXING BY MIX IN PLACE METHOD WITH ROTAVATOR AT ONCE AND COMPACTING WITH SMOOTH WHEEL ROLLER TO ACHIVE THE DESIRED DENSITY COMPLETE AS PER CLAUSE 401.4 AS PER TECHNICAL SPECIFICATION CLAUSE 408

WBM GRADING 2 (MANNUAL MEANS ) :- PROVIDING, LAYING, SPREADING AND COMPACTING STONE AGGREGATES OF SPECIFIC SIZES TO WATER BOUND MACADAM SPECIFICATIONS INCLUDING IN UNIFORM THICKNESS , HAND PACKING, ROLLING WITH THREE WHEEL 80-100 KN STATIC ROLLER IN STAGES TO PROPER GRADE AND CAMBER, APPLYING AND BROOMING, CRUSHABLE SCREENING TO FILL-UP THE INTERSTICES OF COARSE AGGREGATE, WATERING AND COMPACTING TO THE REQUIRED DENSITY GRADING 2 AS PER TECHNICAL SPECIFICATIONS CLAUSE 405

WBM GRADING 3 (MANNUAL MEANS ) :- PROVIDING, LAYING, SPREADING AND COMPACTING STONE AGGREGATES OF SPECIFIC SIZES(53 MM TO 22.4 MM) TO WATER BOUND MACADAM SPECIFICATIONS INCLUDING IN UNIFORM THICKNESS , HAND PACKING, ROLLING WITH THREE WHEEL 80-100 KN IN STAGES TO PROPER GRADE AND CAMBER, APPLYING AND BROOMING,STONE AGGREGATE (TYPE B-11.2) TO FILL-UP THE INTERSTICES OF COARSE AGGREGATE, WATERING AND COMPACTING TO THE REQUIRED DENSITY GRADING 3 AS PER TECHNICAL SPECIFICATIONS CLAUSE 405 OF MORD SPECIFICATIONS FOR RURAL ROADS 2014

Provinding and applying primer coat Low porosity with biutumen emulsion (SS-1) complying with IS :8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechhanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and layning and rolling of cold mixed open graded premix carpet of 20mm thickness composed of 13.2 mm to 11.2 mm aggregrates using penetration grade Catonic Bitumen Emulsion to required line ,grade and levelto serve as wearing course on a previously prepared base,including mixing in a suitable plant , laying and rolling with a three wheel 80-100KN static roller capacity , finished to required level and grade to be folloewed by seal coat of either Tyoe B as per MORD Specification clause 506.2

Providing and laying seal coat by Bitumninious Emulsion as for sealing the voids in a bituminious surface laid to the specified levels grade and cross fall usning Type B per Technical Specification Clauses 508.

PROVIDING & FIXING OF PMGSY LOGO AT STARTING POINT, END POINT AT EVERY 2 KM DISTANCE OF ROAD LENGTH AS PER STANDERD DRAWING DULLY PAINTED AND WRITTEN AS PER THE MORD SPECIFICATION AND DIRECTION OF ENGINEER-IN-CHARGE/ AS PER MORD SPECIFICATION FOR RURAL ROADS 2014

PROVIDING & FIXING OF TITLE INFORMATION BOARD WITH PMGSY LOGO AT SUITABLE PLACE IN THE STARTING OF THE ROAD AS PER STANDERD DRAWING DULLY PAINTED AND WRITTEN AS PER THE MORD SPECIFICATION AND DIRECTION OF ENGINEER-IN-CHARGE/ AS PER MORD SPECIFICATION FOR RURAL ROADS 2014

PROVIDING & FIXING OF CITIZEN INFORMATION BOARD WITH PMGSY LOGO AT STARTING OR PROMINENT LOCATION AS PER STANDERD DRAWING DULLY PAINTED AND WRITTEN AS PER THE MORD SPECIFICATION AND DIRECTION OF ENGINEER-IN-CHARGE/ AS PER MORD SPECIFICATION FOR RURAL ROADS 2014

PROVIDING & FIXING OF SEMI REFLECTIVE CAUTIONARY, MANDATORY AND INFORMATORY SIGN BOARD AS PER IRC:67 MADE OF 1.5 MM THICK MS SHEET DULY STOVE WHITE COLOUR IN FRONT AND GRAY COLOUR ON BACK WITH REFLECCTIVE BORDER OF 65 MM WIDTH AND REQUIRED LATTERS AND FIGURES WITH REFLECTIVE TAPE ENGINEERING GRADE AS PER CLAUSE 1701.3.9 OF MORD FOR RURAL ROADS OF REQUIRED SHAPE AND COLOUR SUPPORTED AND WELDED ON 47MM*47MM*12 SWG SHEET TUBE FIRMLY FIXED TO THE GROUND BY MEAN OF PROPERLY DESIGNED FOUNDATION WITH M-15 GRADE CEMENT CONCRETE 450*450*600 MM, 600 MM BELOW GROUND LEVEL AS PER APPROVED DRAWINGS CLAUSE 1701.2.2

PROVIDING & FIXING OF MAINTAINCE BAORD WITH PMGSY LOGO AT STARTING OR PROMINENT LOCATION AS PER ATTACHED STANDARD DRAWING DULLY PAINTED AND WRITTEN AS PER THE MORD SPECIFICATION AND DIRECTION OF ENGINEER-IN-CHARGE.

DIRECTION AND PLACE INDENTIFICATION SIGN BOARD UP TO 0.9 SQM SIZE BOARD. PROVIDING & ERECTING DIRECTION AND PLACE IDENTIFICATION OF SEMI REFLECTIVE BOARD AS PER IRC:67 MADE OF 2 MM THICK M.S SHEET DULY STOVE WHITE COLOUR IN FRONT AND GRAY COLOUR ON BACK WITH REFLECCTIVE BORDER OF 70 MM WIDTH AND REQUIRED LATTERS AND FIGURES WITH REFLECTIVE TAPE ENGINEERING GRADE AS PER MORD SPECIFICATIONS FOR RURAL ROADS OF REQUIRED SHAPE AND COLOUR SUPPORTED AND WELDED ON 47MM*47MM*12 SWG SHEET TUBE OF 3050 MM HEIGHT DULY STRENGTHENED BY 25 MM* 5 MM * M/S FLAT IRON EDGES ON BACK FIRMLY FIXED TO THE GROUND BY MEAN OF PROPERLY DESIGNED FOUNDATION WITH M-15 GRADE CEMENT CONCRETE 450*450*600 MM, 600 MM BELOW GROUND LEVEL AS PER APPROVED DRAWINGS CLAUSE 1701 OF MORD SPECIFICATION FOR RURAL ROADS 2014

THE MAINATANCE OF DRAINS INCLUDE EROSION, REPAIR, CLEARING, CLEANING, RESHAPING, REGRDING & ALL

Emmergency Maintenance Activities :

Major Slip Clearnace in all Type of soil, rock and boulders including cost of all material, material machine T&P etc required for proper completion of work as per MORD specification of work 1611

Ist year

2nd year

3rd year

4th year

5th year

Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator,pol and all other charges required for proper compeletion of work

Ist year

2nd year

3rd year

4th year

5th year

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification 1301

Ist year

2nd year

3rd year

4th year

5th year

Coolie Walling including supply of all material, labour, T&P,royalty etc. Required for proper completion of the work,as directed by Engineer-in-charge and as per PWD 8.90 specifications (for opening communication only)

Ist year

2nd year

3rd year

4th year

5th year

PBMC Activities

Maintenance under PBMC for (1) Trimming of grass and weeds from shoulders/berms and disposing off the same to suitable location as per technical specification clause 1914 (2) Maintenance of road side drains including minor slip clearence , reshaping deepening and regarding as well as catch water drains as per technical specification clause 1907 (3) Maintenance of shoulders to the required level by filling/ cutting the soil and its compacting includind disposal of surplus material in approved muck disposal points as per specification clause 1903 (4) Maintenance of scuppers and culverts by way of clearing , erosion repaire , repairs of cracks,parapet walls and protection works as per drawing and technical specification clause 1908 (5) Maintenance of causeway by way of minor surface repairs , replacing guide posts, repair of flood gauges, removal of debris , providing boulders and protection works and painting as per technical specification clause 1909. (6) Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board as per drawing and technical specification clause 1910 (7) Maintenance of 200 metre stones, km stones, 5th Km stone and edge stone by way of refiting of tilted stones repairing with cement mortar , cleaning , repairing and lettering on 200 meter km stone and 5th km stone as per drawing and technical specification clause 1912 (8) repairing of pot holes by removal of loose material, trimiming of side, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year) (9) Two coat white washing on parapet walls of CD work,edge stones,tree truncks, and prominent rock patches on hill side including preparation of surface by cleaning scraping etc. as per technical specification clause191

Ist year

IInd year

IIIrd year

IVth year

Vth year

doon infrastructure