Construction Of Aamsaur To Jamargaddi, L026(Cold Mix) Motor Road Stage-Ii In Length Of 5.00 Km Under Pmgsy And Pbmc Of 5 Years
Tender Value
2.35 Crore
Estimated cost
Bid Submission
10 Feb 2020
0 days left
EMD
4.71 Lakhs
Bank guarantee accepted
Document Fee
3500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
DUGADDA → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Aamsaur To Jamargaddi, L026 ( Cold Mix ) Motor Road Stage-Ii In Length Of 5.00 Km Under Pmgsy And Pbmc Of 5 Years
BOQ
| Name of Work: Construction of aamsaur to Jamargaddi, L026(Cold Mix) motor road stage-II in length of 5.00 km under PMGSY and PBMC of 5 years | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | EARTH WORK IN HILL ROAD | Item1 | ||
| 2 | 2 | EXCAVATION IN CUTTING SOLL. \nEXCAVATION IN CUTTING SOLL BY 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). | Item2 | 1683 | CUM |
| 3 | 3 | 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). | Item3 | 2548.8 | CUM |
| 4 | 4 | PROTECTION WORK FOR R/WALL AND B/WALL | Item4 | ||
| 5 | 5 | 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. | Item5 | ||
| 6 | 6 | RETAINING WALLS / BREAST WALLS \n | Item6 | 113.85 | CUM |
| 7 | 7 | RETAINING WALLS / BREAST WALLS CONSTRUCTION OF RETAINING WALLS / BREAST WALLS IN CEMENT MORTAR 1:5 AS PER DRAWING AND TECHNICAL SPECIFICATIONS CLAUSE 1604 Stone masonary in Cement Mortae 1:5 | Item7 | ||
| 8 | 8 | RETAINING WALLS / BREAST WALLS \n | Item8 | 174 | cum |
| 9 | 9 | 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). | Item9 | 190.35 | CUM |
| 10 | 10 | H.P STONE FILLING IN BACK OF WALLS INCLUDING COST OF ALL MATERIALS, ROYALITIY ,T & P ETC. COMPLETE. | Item10 | ||
| 11 | 11 | FOR R/WALL | Item11 | 159.9 | CUM |
| 12 | 12 | PROTECTION WORK FOR COLLIE WALLING | Item12 | ||
| 13 | 13 | CONSTRUCTION OF COLLIE WALLING INCLUDING SUPPLY OF ALL MATERIAL ,LABOUR,T & P ETC. REQUIRED FOR PROPER COMPLITION OF WORK ( AS PER PWD UTTARAKHAND SPECIFICATIONS). | Item13 | 774.9 | CUM |
| 14 | 14 | PROTECTION WORK FOR WIRE CRATE | Item14 | ||
| 15 | 15 | 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. | Item15 | 575.82 | CUM |
| 16 | 16 | 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). \nINCLUDING 10 % EXTRA LAPS AND JOINTS LAID WITH STONE BOULDERS WEIGHING NOT LESS THEN 25 KG EACH AS PER DRAWINGS & TECHNICAL SPECIFICATIONS CLAUSE 1301. | Item16 | 410.64 | CUM |
| 17 | 17 | PROTECTION WORK PARAPET | Item17 | ||
| 18 | 18 | 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. | Item18 | 121.91 | CUM |
| 19 | 19 | 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. | Item19 | 121.91 | CUM |
| 20 | 20 | RETAINING WALLS / BREAST WALLS \nCONSTRUCTION OF RETAINING WALLS / BREAST WALLS IN CEMENT MORTAR 1:5 AS PER DRAWING AND TECHNICAL SPECIFICATIONS CLAUSE 1604\nSTONE MASONRY IN CEMENT MORTAR 1:5. | Item20 | 326.03 | CUM |
| 21 | 21 | 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 | Item21 | 14.18 | CUM |
| 22 | 22 | Construction of hill side drain in accourdance with the requirement of specification true to line and grades . Dimensions and other particulars as per drawing and technical specification clause 1606.1 CEMENT PIASTER 15 MM THICK 1:4 ON STONE MASONARY. | Item22 | 1096.2 | sqm |
| 23 | 23 | pointing with 1:3 cement mortar including of all materials, labour,T&P , royality etc. required for proper completion of work as directed by engineer in charge and MORD Specification for rural road 2014 | Item23 | 756 | sqm |
| 24 | 24 | 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. | Item24 | 2419.2 | SQM |
| 25 | 25 | PROTECTION WORK FOR EDGE STONE | Item25 | ||
| 26 | 26 | Providing EDGE stones on valley side of formation as per drawing and technical apecification clause 1608.2.6 | Item26 | 1200 | Nos. |
| 27 | 27 | SIDE DRAIN | Item27 | ||
| 28 | 28 | 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. | Item28 | 165 | CUM |
| 29 | 29 | Plain Reinforced cement concrete in service structure complete as per drawing and technical specifications clauses 802,804,805,806,807,1202 and 1204. Nominal mix 1:2:4 | Item29 | 17.5 | cum |
| 30 | 30 | Random rubble stone masonry laid in 1: 6 cement And sand mortar in breast wall, retaining wall ,parapets , scuppers, etc. Including supply of all the material labour T&P and royality etc (as per PWD Uttarakhand specification ) | Item30 | 125 | cum |
| 31 | 31 | plastering with cement mortar (1:4) 15 MM thick on brickwork in substructure as per technical specifications clauses 613.4 & 1204 | Item31 | 125 | SQM. |
| 32 | 32 | Maintenance of drain the maintenance of drain including Erosion , repair ,cleaning ,clearing reshaping ,recreating ,regrading , deepening of side drain as well as catch water and drain as per technical specifications clause 1907 | Item32 | ||
| 33 | 33 | for katcha drain | Item33 | 4600 | Rmt |
| 34 | 34 | SUB BASE,BASE AND P.C. | Item34 | ||
| 35 | 35 | Granular sub base/base/ surface course with local materials (table 400.13) by mix in place method normal construction of grandmother subbase by providing local material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator At once and compacting with the smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specifications in clause 408 Using gravel mix soil using | Item35 | 2144.17 | cum |
| 36 | 36 | WBM Grading2 By manual means providing laying in spreading and compacting stone aggregates of specific sizes to water bound McAdam specifications including spread in uniform thickness, handpicking, rolling with three wheel 80–100 KN static roller in the stage to proper grade and camber, applying and grooming crushable screening to fill up the inter stasis and of course aggregate, watering , And contacting to the required density grade II as per technical specification clause 405 | Item36 | 1173.81 | cum |
| 37 | 37 | WBM Grading 3\nproviding laying in spreading and compacting stone aggregates of specific sizes to water bound McAdam specifications including spread in uniform thickness, handpicking, rolling with three wheel 80–100 KN static roller in the stage to proper grade and camber, applying and grooming crushable screening to fill up the inter stasis and of course aggregate, watering , And contacting to the required density grade 3 as per technical specification clause 405\n\n | Item37 | 1173.81 | cum |
| 38 | 38 | Providing and applying Prime low porosity with bitumen emulsion SS – one complying with I S88870 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 mean as per technical specification clause 502 | Item38 | 15650.8 | sqm |
| 39 | 39 | Providing and applying tack coat with bitumen emulsion and RS-1 and using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm On the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503 | Item39 | 15650.8 | sqm |
| 40 | 40 | Providing and laying and rolling of cold mixed open grated premix carpet of 20 MM thickness composed of 13.2 MM and 11.2 MM nominal mix aggregate using penetration in grade grade cationic Bitumen emulsion to required line | Item40 | 15350.8 | sqm |
| 41 | 41 | Providing and laying seal coat by bituminous emulsion as for sealing the void in a bituminous surface Laid to the specified lavels grade and cross fall using type B as per technical clauses 508 | Item41 | 15650.8 | sqm |
| 42 | 42 | ROAD FURNITURE | Item42 | ||
| 43 | 43 | 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. \nENAMEL 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 | Item43 | 1 | NOS |
| 44 | 44 | 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. | Item44 | 1 | NOS |
| 45 | 45 | PROVIDING & FIXING OF MAINTAINCE BOARD 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. | Item45 | 1 | NOS |
| 46 | 46 | ENVIRONMENT PROTECTION WORK | Item46 | ||
| 47 | 47 | Details of providing and fixing empty maxphalt Drum Bio Engineering | Item47 | 58 | Nos |
| 48 | 48 | preparation of seed bed on previously laid top soil, furnshing and placing of seeds , fertilizer,multching material, applying bituminous emulsion at the rate of 0.23 per sqm and laying and fixing jute neeting including watering for 3 months all as per specifications 8.11, 1600and 300 | Item48 | 330 | Nos |
| 49 | 49 | OTHER WORKS | Item49 | ||
| 50 | 50 | SURVEYING & PREPRATION OF DETAILED PROECT REPORT (DPR). | Item50 | 5 | PER KM |
| 51 | 51 | Emmergency Maintenance Activities : | Item51 | ||
| 52 | 52 | 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 | Item52 | ||
| 53 | 53 | Ist year | Item53 | 1024.2 | cum |
| 54 | 54 | 2nd year | Item54 | 921.78 | cum |
| 55 | 55 | 3rd year | Item55 | 829.602 | cum |
| 56 | 56 | 4th year | Item56 | 746.642 | cum |
| 57 | 57 | 5th year | Item57 | 671.978 | cum |
| 58 | 58 | 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 | Item58 | ||
| 59 | 59 | Ist year | Item59 | 34.14 | Hrs |
| 60 | 60 | 2nd year | Item60 | 30.726 | Hrs |
| 61 | 61 | 3rd year | Item61 | 27.6534 | Hrs |
| 62 | 62 | 4th year | Item62 | 24.8881 | Hrs |
| 63 | 63 | 5th year | Item63 | 22.3993 | Hrs |
| 64 | 64 | 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 | Item64 | ||
| 65 | 65 | Ist year | Item65 | 34.14 | cum |
| 66 | 66 | 2nd year | Item66 | 30.726 | cum |
| 67 | 67 | 3rd year | Item67 | 27.6534 | cum |
| 68 | 68 | 4th year | Item68 | 24.8881 | cum |
| 69 | 69 | 5th year | Item69 | 22.3993 | cum |
| 70 | 70 | 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) | Item70 | ||
| 71 | 71 | Ist year | Item71 | 51.21 | cum |
| 72 | 72 | 2nd year | Item72 | 46.089 | cum |
| 73 | 73 | 3rd year | Item73 | 41.4801 | cum |
| 74 | 74 | 4th year | Item74 | 37.3321 | cum |
| 75 | 75 | 5th year | Item75 | 33.5989 | cum |
| 76 | 76 | PBMC Activities | Item76 | ||
| 77 | 77 | Maintenance under PBMC for \n(1) Trimming of grass and weeds from shoulders/berms and disposing off the same to suitable location as per technical specification clause 1914\n(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\n(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\n(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 \n(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.\n(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\n(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\n(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)\n(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 | Item77 | ||
| 78 | 78 | Ist year | Item78 | 5 | Per Km per year |
| 79 | 79 | IInd year | Item79 | 5 | Per Km per year |
| 80 | 80 | IIIrd year | Item80 | 5 | Per Km per year |
| 81 | 81 | IVth year | Item81 | 5 | Per Km per year |
| 82 | 82 | Vth year | Item82 | 5 | Per Km per year |
AI Tender Summary
Tender Timeline
Jan 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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