Construction and Maintenance of Mala Naudkhal Mala Rd to Sirasu MR L032 Stage II with 5 Year Maintenance under PBMC

Amount

EXCAVATION fFOR ROADWAY IN SOIL USING 2 MANUAL MEANS WITH LEAD UPTO 50 M EXCAVATION FOR ORADWAY IN SOLL USING MANUAL MEANS FOR CARRYING OF CUT EARTH TO EMBANKMENT SITE WITH A LIFT UPTO 1.5 M AND LEAD UPTO 50 M AS PER TECHNICAL SPECIFICATION CLAUSE 302.3 ( FOR MAKING SUPER ELEVATION).

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).

PROTECTION WORK FOR R/WALL AND B/WALL

EXCAVATION IN FOUNDATION FOR RETAINING & BREAST WALLS IN ALL TYPES OF SOILS AND ROCKS INCLUDING LEAD. LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER INCHARGE.

RETAINING WALLS / BREAST WALLS CONSTRUCTION OF RETAINING WALLS / BREAST WALLS IN CEMENT MORTAR 1:5 AS PER DRAWING AND TECHNICAL SPECIFICATIONS CLAUSE 1604 STONE MASONRY IN CEMENT MORTAR 1:5.

RANDOM RUBBLE MASONARY LAID DRY BREAST WALL,RETAINING WALL, ARAPETS,SCUPEERETC. INCLUDING SUPPLY OF MATERIALS ,LABOUR,T & P& ROYALITY ETC. REQUIRED FOR PROPER COMPLITION OF WORK ( AS PER PWD UTTARAKHAND SPECIFICATIONS).

H.P STONE FILLING IN BACK OF WALLS INCLUDING COST OF ALL MATERIALS, ROYALITIY ,T & P ETC. COMPLETE.

PLUM CONCRETE WALL

EXCAVATION IN FOUNDATION FOR RETAINING & BREAST WALLS IN ALL TYPES OF SOILS AND ROCKS INCLUDING LEAD. LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER INCHARGE.

CEMENT PLUM MASONARY WITH 40% PLUM & 60% 1:3:6 CEMENT CONCRETE INCLUDING SUPPLY OF ALL MATERIAL ,LABOUR,T & P ETC. REQUIRED FOR PROPER COMPLITION OF WORK AS PER DRAWINGS AND TECHNICAL SPECIFICATIONS CLAUSE 802.803,1202 & 1203. OF MORD SPECIFICATION .

H.P STONE FILLING IN BACK OF WALLS INCLUDING COST OF ALL MATERIALS, ROYALITIY ,T & P ETC. COMPLETE.

PROTECTION WORK FOR COLLIE WALLING

CONSTRUCTION OF COLLIE WALLING INCLUDING SUPPLY OF ALL MATERIAL ,LABOUR,T & P ETC. REQUIRED FOR PROPER COMPLITION OF WORK ( AS PER PWD UTTARAKHAND SPECIFICATIONS).

PROTECTION WORK FOR WIRE CRATE

EXCAVATION IN FOUNDATION FOR RETAINING & BREAST WALLS IN ALL TYPES OF SOILS AND ROCKS INCLUDING LEAD. LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER INCHARGE.

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 EACH AS PER DRAWINGS & TECHNICAL SPECIFICATIONS CLAUSE 1301.

PROTECTION WORK PARAPET

EXCAVATION IN FOUNDATION FOR RETAINING & BREAST WALLS IN ALL TYPES OF SOILS AND ROCKS INCLUDING LEAD. LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER INCHARGE.

PROVIDING CONCRETE FOR PLAIN/REINFORCED CONCRETE IN OPEN FOUNDATIONS COMPLETE AS PER DRAWINGS AND TECHNICAL SPECIFICATIONS. CLAUSE 802,803,1202 & 1203. NOMINAL MIX 1:3:6.

RETAINING WALLS / BREAST WALLS CONSTRUCTION OF RETAINING WALLS / BREAST WALLS IN CEMENT MORTAR 1:5 AS PER DRAWING AND TECHNICAL SPECIFICATIONS CLAUSE 1604 STONE MASONRY IN CEMENT MORTAR 1:5.

PROVIDING CONCRETE FOR PLAIN/REINFORCED CONCRETE IN OPEN FOUNDATIONS COMPLETE AS PER DRAWINGS AND TECHNICAL SPECIFICATIONS. CLAUSE 802,803,1202 & 1203. NOMINAL MIX 1:2:4

CEMENT PIASTER 15 MM THICK 1:4 ON STONE MASONARY.

WHITE WASHING OF PARAPET WALLS OF CD WORK AND TREE TRUNKS WHITE WASHING TWO COATS ON PARAPET WALLS AND TREE TRUNKS INCLUDING PREPRATION OF SURFACE BY CLEARING SCRAPING ETC.AS PER TECHNICAL SPECIFICATIONS CLAUSE 1915.

SIDE DRAIN

EXCAVATION IN FOUNDATION FOR RETAINING & BREAST WALLS IN ALL TYPES OF SOILS AND ROCKS INCLUDING LEAD. LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER INCHARGE.

STONE MASONARY IN CEMENT MORTAR FOR SUBSTRUCTURE COMPLETE AS PER DRAWING & TECHNICAL SPECIFICATION IN CEMENT MORTOR (1:5)

Plastering with cement Mota 15 MM thick on brickwork in Sabi structure as per technical specification close 613.4 and 1204

Maintenance of the drains The maintenance of drains include erosion, repair, cleaning, clearing, Reshaping , regrading , deepening of side drains as well as catch water drains as per technical specifications clause 1907

Providing and fixing of CC edge stones 12cmX 12 cm x 60 cm Size precast In in M15 cement concrete with 04 numbers 8 MM Dia MS bar and 03 numbers 6 mm dia MS bar stirrups As per approved drawing including 2 coat white washing on the valley sides of formation As directed by the engineer in charge and MORD specification for ruler root 2014

SUB BASE, BASE AND PC

Gravel/ Soil aggregate Base local material cu.m construction of Gravel/ Soil aggregate Base by roviding well graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth whel roller to achive the desired density complete as per clause 401.4 as per technical Specification Clause 408.

WBM Grading-2 Manual means: Providing laying spreading and compacting stone aggregate of specific sizes (63mm to 45mm) to water bond macadam including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying brooming, stone screenings(Type B-11.2mm) and biding matrial to fill-up the interstices of carse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

WBM Garding -3: Providing,laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber,applying and brooming,stone screeing to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405

PROVIDING AND APPLYING PRIME COST LOW POROSITY WITH BITUMEN 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 MECHANICAL MEANS AS PER TECHNICAL SPECIFICATIONS. CLAUSE 502.

PROVIDING AND APPLYING TACK COST WITH BITUMEN EMULSION (RS-1)USING EMULSION DISTRIBUTER A THE RATE OF 0.25 TO 0.30 KG PER SQM ON THE PREPARED GRANULAR SURFACES TREATED WITH PRIMER & CLEANED WITH HYDUALIC BROOM AS PER TECHNICAL SPECIFICATIONS. CLAUSE 503.

20 MM THICK OPEN-GRADED PREMIX CARPET USING BITUMINOUS (PENETRATION GRADE/ MODIFIED BITUMEN) BINDER PROVIDING, LAYING AND ROLLING OF OPEN -GRADED PREMIX CARPET OF 20 MM THICKNESS COMPOSED OF 13.2 MM TO 11.20 MM NOMINAL SIZE AGGREGATES USING PENETRATION GRADE CATIONIC BITUMEN EMULSION TO REQUIRED LINE, GRADE AND LEVEL TO SERVE AS WEARING COURSE ON A PREVIOUSLY PREPARED BASE, INCLUDING MIXING IN A SUITABLE PLANT,LAYING AND ROLLING WITH A THREE WHEEL 80-100 KN STATIC ROLLER CAPICITY , FINISHED TO REQUIRED LEVEL AND GRADES TO BE FOLLOWED BY SEAL COAT OF TYPE B AS PER MORD SPECIFICATION CLAUSE 506.2

SEAL COAT PROVIDING AND LAYING SEAL COAT SEALING THE VOIDS IN A BITUMINOUS SURFACE LAID TO THE SPECIFIED LEVELS , GRADE AND CROSS FALL USING TYPE B AS PER TECHNICAL SPECIFICATION CLAUSE 508

ROAD FURNITURE

PROVIDIG EDGE STONES ON VALLEY SIDE OF FORMATION AS PER DRAWING AND TECHNCAL SPECIFICATION CLAUSE 1608.2.6

PROVIDING AND FIXING LOGO OF PMGSY PROJECT PROVIDING AND FIXING OF TYPICAL PMGSY INFORMATORY SIGN BOARD WITH LOGO AS PER MORD SPECIFICATIONS AND DRAWINGS. THREE MS PLATES OF 1.6 MM THICK ,TOP AND MIDDLE PLATE DULY WELDED WITH MS FLAT IRO 25 MM X 5M SIZE ON BACK EDGES. THE LOWER PLATE WILL BE WELDED WITH MS ANGLE IRON FRAME OF 25MM X 25MM X 5MM, THE ANFLE IRON FRAME OF THE LOWER MOST PLATE AND FLAT IRON FRAME OF MIDDLE PLATE WILL BE WELDED TO 2 NOS. 75MM X 75MM OF 12 SWG SHEET TUBES POST DULY EMBEDDED IN CEMENT CONCRETE M-15 GRADE BLOCKS OF 450 MM X 450 M X 600MM, 600 MM BELOW GROUND LEVEL. THE TP MOST DIAMND PLATE WILL BE WELDED TO MIDDLE PLATE BY 47 MM X 47MM OF 12 SWG STEEL PLATE TUBE. ALL M.S WILL BE STOVE ENAMELED ON BOTH SIDES. LETTERING AND ORINTING ARROWS ,BORDER ETC. WILL BE PAINTED WITH READY MIXED SYNTHATIC. ENAMEL PAINT OF SUPERIOR QUALITY INREQUIRED SHADE AND COLOUR. ALL SECTIONS OF FRAMED POSTS AND STEEL TUBE WILL BE PINTED WITH PRIMER AND TWO COATS OF EXPORY PAINT AS PER DRAWING CLAUSE 1701 ANEXTURE 1700.1

PROVIDING & FIXING OF CITIZEN INFORMATION BOARD WITH PMGSY LOGO AT STARTING OR PROMINENT LOCATION (WHERE MAXIMUM NO. OF CITIZENS CAN VIEW THE DETAILOF THE ROAD) AS PER ATTACHED STANDARD DRAWING DULLY PAINTED AND WRITTEN AS PER THE MORD SPECIFICATION AND DIRECTION OF ENGINEER IN-CHARGE.

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.

ENVIRONMENT PROTECTION WORK

TURFING WITH SODS FURNISHING AND LAYING OF THE LIVE SODS OF PERENNIAL TURF FORMING GRASS ON EMBANKMENT SLOPE,VERGES OR OTHER LOCATIONS SHOWN ON THE DRAWING OR AS DIRECTED BY THE ENGINEER INCLUDING PREPRATION OF GROUND ,STACKING THE SODS AND WATERING AS PER CLAUSE 309

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

Birendra Singh Bisht