Construction Of Arakot-Bhutanu M/R Km 10 To Damti Thunara M/R . ( Wapcos ) Construction Of Arakot-Bhutanu M/R Km 10 To Damti Thunara M/R ( Stage-Ii ) And Performance Based Maintenance For Five Years , Length 12 . 15 Km , Phase Xix
Tender Value
6.92 Crore
Estimated cost
Bid Submission
22 Jan 2020
0 days left
EMD
14.08 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Mori → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Arakot-Bhutanu M/R Km 10 To Damti Thunara M/R . ( Wapcos ) Construction Of Arakot-Bhutanu M/R Km 10 To Damti Thunara M/R ( Stage-Ii ) And Performance Based Maintenance For Five Years , Length 12 . 15 Km , Phase Xix
BOQ
| Name of Work: :-Construction of Arakot-Bhutanu M/R km 10 to Damti Thunara, L046, (Stage-II) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PROTECTION WORK | item 1 | ||
| 2 | 2 | Excavation for Structure:- Excavation in foundation for cross drainage structures,retaining walls, brest walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by engineer-in-charge also including supply of all materials, labour, T&P etc required for proper completion of work For R/W and B/W | item 2 | 1923.54 | Cum |
| 3 | 3 | Construction Of R.R. stone masonry for structures laid in cement mortar 1:5 including supply of all materials, labour, T&P etc required for proper completion of work as Directed by Engineer -in-charge and MORD specification Clause 700 & 1604 | item 3 | ||
| 4 | 4 | For Retaining Wall (Bended wall & 20 cm Top of dry wall ) and Breast wall (bended wall) | item 4 | 1726.71 | Cum |
| 5 | 5 | Random rubble stone masonry for structures laid dry by locally available approved stone including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge. For R/W and B/W | item 5 | 2935.19 | Cum |
| 6 | 6 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. For R/W and B/W | item 6 | 682.5 | Cum |
| 7 | 7 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 % extra for laps and joints laid with stone boulders weighing not less than 25 kg each as drawing and technical specification MORD and as directed by Engineer-in-charge. | item 7 | 867.02 | Cum |
| 8 | 8 | Providing and Fixing of EDGE STONES 12cm x 12cm x 60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos. 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation. | item 8 | 4235 | No. |
| 9 | 9 | Construction of parapet in R.R. STONE MASONARY laid in 1:5 C/S mortar providing M-10 Grade concrete in tofoundation and M20 Cement concrete in top . , plaster in 1:4 C/S mortar & Flush pointing in 1:3 C/S mortar as required and Specified in detailed drawing with White Washing complete as per the direction of Engineer-in-Charge | item 9 | ||
| 10 | 10 | Construction Of R.R. stone masonry for structures laid in cement mortar 1:5 including supply of all materials, labour, T&P etc required for proper completion of work as Directed by Engineer -in-charge and MORD specification Clause 700 & 1604 | item 10 | 186.3 | Cum |
| 11 | 11 | Providing and laying of concrete for plain/reinforced concrete in open foundation for structure s including supply of all materials ,labour ,t&p 7 royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD specification Clause 800,1202 & 1203 for P.C.C grade M 10 | item 11 | 23.22 | cum |
| 12 | 12 | 15 mm thick Plastering with cement mortar 1:4 including supply of all materials , labour ,t&p & royalty etc required for proper completion of work as directed by Engineer -in -charge and MORD specification Clauses No.613.4 | item 12 | 626.4 | Sqm |
| 13 | 13 | pointing with cement mortar 1:3 including supply of all materials , labour , t&p & Royalty etc Required for proper completion of work as directed by Engineer -in-charge and MORD specification Clauses No.613.3 | item 13 | 432 | Sqm |
| 14 | 14 | Providing and laying 25 mm thick P.C.C Coping Layer 1:2:4 Cement Concrete . | item 14 | 720 | R/m |
| 15 | 15 | White Washing of Parapets Walls of CD work and tree trunks white washing two coats on parapets walls and tree trunks including preparation of surface by cleaning scraping etc . As per technical specification Clause 1915 | item 15 | 1058.4 | sqm |
| 16 | 16 | DRAINAGE WORK | item 16 | ||
| 17 | 17 | SIDE DRAIN | item 17 | ||
| 18 | 18 | Cleaning of Drain :- Maintenance of Drains The maintenance of drains include erosion , repair ,clearing , cleaning , reshaping ,regrading ,deepening of side drains as well as catch water drains as per technical specification Clauses 1907 | item 18 | 8184 | R/m |
| 19 | 19 | Conatruction of Hill side Pucca KC Drain in accordance with the requirement of specification true to line and drades dimensions and other particulars as per drawing including all material labour T&P etc. required for proper completion of the work as directed by engineer in charge. | item 19 | ||
| 20 | 20 | Excavation in foundation in As per item no .2 | item 20 | 298.9 | Cum |
| 21 | 21 | R.R. stone masonry in 1:5 as per item no.3 | item 21 | 203.74 | Cum |
| 22 | 22 | plaster in 1:4 Cement sand Mix as per item no .7 (c) | item 22 | 1006.5 | Sqm |
| 23 | 23 | EARTHEN SHOULDER & DAMAGE SUPERELEVATION | item 23 | ||
| 24 | 24 | 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 structure graded and compacted to meet requirement of tables300.1 & 300.2 as per technical specification clause301.5 (Subgrade preparation Patri filling) | item 24 | 6561 | cum |
| 25 | 25 | Making of Super Elevation :- Excavation of Cutting in Soil by Mannual means with lead upto 50 m Excavation for Rodeway in soil using manual means for carrying of cut Earth to Embankment site With a lift upto 1.50 m And lead up to 50 m as per Technical Specification Clause 302.3. | item 25 | 3794.56 | Cum |
| 26 | 26 | Random Rubble stone masonary in Coolie walling inculding supply of all matrial labour T&P etc. required for proper completion of the work. (As per PWD Uttrakhand Specification) | item 26 | 2594.52 | Cum |
| 27 | 27 | PAVEMENT WORK | item 27 | ||
| 28 | 28 | Granular Sub-base/surface sourse with local materials ( table 400.13) by mix in place method normal construction of granular sub base by providing local material spreading in inform layers with motor grader on prpered surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to a achive the disired denicity complete as per clause 401.4 as per technical (using naturally occuring Gravel specification clause 408 and ( using naturally occuring , local GSB) | item 28 | 5636.68 | Cum |
| 29 | 29 | WBM GRADING -2 -nprioviding laying spreading and Compacting Stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with smooth wheel roller 80-100 KN in Stages to proper grade and camber applying and brooming ,stone screening tio fill up the interstices of course aggregates watering and compacting to the required density Grading 2 as per Technical Specification Clauses 405 By Mechanical Means | item 29 | 3112 | Cum |
| 30 | 30 | (WBM GRADING-3) Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and comber, applying and brooming , cruchable screening to fill-up the interstices of coarse aggregatewatering and compacting to the required density Grading 3 as per technical Specification clause 405 by mechanical means.. | item 30 | 3112 | Cum |
| 31 | 31 | PRIME COAT -Low Porosity :- Providing and Laying primer coat with bitumen Emulsion (SS-1) 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 Specification Clauses502. | item 31 | 41493.4 | sqm |
| 32 | 32 | TACK COAT:-Providing and applyind 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 Dry & hungry bituminous surface cleaned with hydraulic broom as per technical Specification Clauses 503 | item 32 | 41493.4 | Sqm |
| 33 | 33 | PREMIX CARPET :-20 mm thick Open -Graded Premix Carpet Using Bituminous (Penetration grade/modified bitumen) Binder-providing laying in rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 11.2mm aggregetes either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previosely prepared base, inculding mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of type B as per Technical Specification Clause 508. Birtumen (VG-10)(By Mechanical Means) | item 33 | 41493.4 | Sqm |
| 34 | 34 | 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 Specifaction Cluase 510 (Bitumen (VG-10) | item 34 | 41493.4 | Sqm |
| 35 | 35 | ROAD FURNITURE | item 35 | ||
| 36 | 36 | Providing and Fixing of kilometer stone as per Standard drawing made of precast R.C.C 1:2:4 fixed with c.c 1:3:6 including excavation of pit , painting and printing letters or kilometer stone with two coat of approved sythetic enamel paint of approved | item 36 | 10 | No |
| 37 | 37 | same as above item No. but for Hectometer Stone | item 37 | 24 | No |
| 38 | 38 | Same as above item No. but for 5th km Stone | item 38 | 2 | No |
| 39 | 39 | Providing and fixing of PMGSY Logo Board at end point and every 2 Km ,as per attached Standard drawing duly painted and written as pper MORD specification and direction By Engineer in Charge | item 39 | 5 | No |
| 40 | 40 | Providing and fixing of Title Information Board with PMGSY logo at suitable place in the starting of the road as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer-in-charge | item 40 | 1 | No |
| 41 | 41 | Providing and fixing of Citizen Information Board with PMGSY logo at starting and prominent location (where maximum no. of fitizens can view the detail of the road as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer-in-charge | item 41 | 2 | No |
| 42 | 42 | Providing and fixing of Maintenance information Boards with PMGSY logo at Starting and prominent location (where maximum no. of fitizens can view the detail of the road as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer-in-charge | item 42 | 1 | No |
| 43 | 43 | Providing and Fixing of semi Reflective cautionary , mandatory and informatory sign Board as per sheet duly stove while colour in front and gray colour on back side with red reflective border of 65 mm width and required letters and figurs with reflective tape Engineering grade as per Clause 1701.1.3.9 of MORD | item 43 | 24 | No |
| 44 | 44 | Providing and fixing of semi reflective Direction and Place identification sign boards more thsan 0.90 sqm as per attached drawing and direction by Engineer in charge. | item 44 | 3.3 | Sqm |
| 45 | 45 | X,Slope stabillity ,soil Erosion & Top Soil Conservation | item 45 | ||
| 46 | 46 | SEEDING AND MULCHING:- Preparation of seed bed on previously laid top soil ,furnishing and placing of seeds ,fertilizer ,mulching material ,applying biyuminous enulsion at the rate of 0.231 per sqm and laying and fixing jute netting ,including watering for 3 months all as per clause 310 & S No. 8.11 MORD Specification 1600 & 300 | item 46 | 3300 | sqm |
| 47 | 47 | Soil Erosion & Slope Protection :- Providing fixing of maxfalt empty Drums including /Providing steel bar @ 12 mm Dia two nos. horizontly for interlcking with earth filling and placing property in arow including all labour and materials directed as per Engineer-in-charge . | item 47 | 480 | no. |
| 48 | 48 | OTHER WORKS | item 48 | ||
| 49 | 49 | Preparation of detailed project report stage -II (DPR) including C.B.R test supply of all material, labour , T&p etc required for proper complition of work As per direction of ngineer-in-charge | item 49 | 12.15 | km |
| 50 | 50 | Construction of JOB pillers as per Fif. 1600.1 (d) and Technical Specification Clause 1602.4 | item 50 | 2 | no. |
| 51 | 51 | Emergency Maintainance Activities: | item 51 | ||
| 52 | 52 | Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611 | item 52 | ||
| 53 | 53 | Ist Year | item 53 | 729 | Cum |
| 54 | 54 | Iind Year | item 54 | 656.1 | Cum |
| 55 | 55 | IIIrd Year | item 55 | 590.49 | Cum |
| 56 | 56 | Ivth Year | item 56 | 531.441 | Cum |
| 57 | 57 | Vth Year | item 57 | 478.345 | 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 | item 58 | ||
| 59 | 59 | Ist Year | item 59 | 24.3 | hours |
| 60 | 60 | Iind Year | item 60 | 21.87 | hours |
| 61 | 61 | IIIrd Year | item 61 | 19.683 | hours |
| 62 | 62 | Ivth Year | item 62 | 17.74 | hours |
| 63 | 63 | Vth Year | item 63 | 15.92 | hours |
| 64 | 64 | Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire 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 25 kg each as per drawing and techniacal specification 1301 | item 64 | ||
| 65 | 65 | Ist Year | item 65 | 24.3 | Cum |
| 66 | 66 | Iind Year | item 66 | 21.87 | Cum |
| 67 | 67 | IIIrd Year | item 67 | 19.683 | Cum |
| 68 | 68 | Ivth Year | item 68 | 17.74 | Cum |
| 69 | 69 | Vth Year | item 69 | 15.92 | 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 specifications 8.90 (For opening communication only) | item 70 | ||
| 71 | 71 | Ist Year | item 71 | 36.45 | Cum |
| 72 | 72 | Iind Year | item 72 | 32.805 | Cum |
| 73 | 73 | IIIrd Year | item 73 | 29.52 | Cum |
| 74 | 74 | Ivth Year | item 74 | 26.6 | Cum |
| 75 | 75 | Vth Year | item 75 | 23.93 | Cum |
| 76 | 76 | Routine Maintenance- Under PBMC | item 76 | ||
| 77 | 77 | Maintenance under PBMC for \n1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. \n2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as well as catch water drains as per technical specification Clause 1907.\n3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .\n4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.\n5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. \n6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.\n7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.\n8} Repairing of pot holes by removal of loose material, trimming of sids, 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).\n9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.\n | item 77 | ||
| 78 | 78 | Ist Year | item 78 | 12.15 | Km |
| 79 | 79 | Iind Year | item 79 | 12.15 | Km |
| 80 | 80 | IIIrd Year | item 80 | 12.15 | Km |
| 81 | 81 | Ivth Year | item 81 | 12.15 | Km |
| 82 | 82 | Vth Year | item 82 | 12.15 | Km |
AI Tender Summary
Tender Timeline
Dec 28, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJan 22, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 22, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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