Ut09-148 Didihat Aadichora To Kooniya Motor Road
Tender Value
6.05 Crore
Estimated cost
Bid Submission
09 Sep 2019
0 days left
EMD
1.21 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
Didihat → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Ut09-148 Didihat Aadichora To Kooniya Motor Road
BOQ
| Name of Work: Didihat-Aadichora to Kooniya MR, Stage-II | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | EARTH WORK | item 1 | ||
| 2 | 2 | Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 For subgrade prepration. | item 2 | 43531.6 | Sqm |
| 3 | 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m, Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 For making Super elevation. | item 3 | 4606.5 | cum |
| 4 | 4 | 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 structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. (Filling/Patri Filling) | item 4 | 4736.93 | cum |
| 5 | 5 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | item 5 | 1568.7 | cum |
| 6 | 6 | SUB-BASE WORK | item 6 | ||
| 7 | 7 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material 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 achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil | item 7 | 4366.78 | cum |
| 8 | 8 | BASE WORK | item 8 | ||
| 9 | 9 | WBM Grading-2…..Mechanical Means\nProviding, 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 80-100 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 Specification Clause 405. | item 9 | 1996.4 | cum |
| 10 | 10 | WBM Grading-3….. Mechanical Means\nProviding, 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 80-100 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 3 as per Technical Specification Clause 405. | item 10 | 1996.4 | cum |
| 11 | 11 | SURFACING WORK | item 11 | ||
| 12 | 12 | Primer Low Porosity, Providing and applying primer coat with Bitumen emulsion (CSS-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 Clause 502, | item 12 | 26618.7 | Sqm |
| 13 | 13 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion sq.m pressure 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 | item 13 | 26618.7 | Sqm |
| 14 | 14 | Providing laying and rolling of cold mixed open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade Catonic Bitumen Emulsion(MS Premix) (Tailor made binder) to required line, grade and levelto serve as wearing cousre on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per MORD Specification clause 506.2 | item 14 | 26618.7 | Sqm |
| 15 | 15 | Providing and laying seal coat by Bituminous Emulsion (SS- 2) (Tailor made binder) as binder for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using as per Technical Specification Clause 508 | item 15 | 26618.7 | Sqm |
| 16 | 16 | Construction of K.C.type drains as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 16 | ||
| 17 | 17 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 | item 17 | 145 | cum |
| 18 | 18 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, Random rubble masonry, In cement mortar (1:5) | item 18 | 98.6 | cum |
| 19 | 19 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 . | item 19 | 481.4 | Sqm |
| 20 | 20 | Maintenance of drains. The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regarding,deepening of side drains as well as catch water drains as per techinical specification clause 1907 (two times in year) | item 20 | 7102.4 | Rmt |
| 21 | 21 | PROTECTION WORK | item 21 | ||
| 22 | 22 | Excavation for Structures, Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | item 22 | 2248.6 | cum |
| 23 | 23 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, Random rubble masonry, In cement mortar (1:5) | item 23 | 2103 | cum |
| 24 | 24 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. | item 24 | 2331.5 | cum |
| 25 | 25 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | item 25 | 640 | cum |
| 26 | 26 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | item 26 | 209.1 | Sqm |
| 27 | 27 | Construction of parapet in RR stone masonry laid in 1:5, C/S mortar providing 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.(with & without base CC M10 ) | item 27 | ||
| 28 | 28 | Excavation for structures | item 28 | 236.55 | cum |
| 29 | 29 | P.C.C grade M 10, Nominal mix 1:3:6 | item 29 | 236.55 | cum |
| 30 | 30 | RR Stone Masonary in 1:5 Cement Motar | item 30 | 647.4 | cum |
| 31 | 31 | P.C.C. grade M 20, Nominal mix (1:2:4) | item 31 | 24.9 | cum |
| 32 | 32 | Pointing with cement mortar (1:3) | item 32 | 1431.75 | Sqm |
| 33 | 33 | Plastering with cement mortar (1:4), 15 mm thick for | item 33 | 2079.15 | Sqm |
| 34 | 34 | White washing of parapet walls of CD work and tree truncks,White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | item 34 | 3660.3 | Sqm |
| 35 | 35 | 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 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 35 | 2070 | Nos |
| 36 | 36 | 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 25 kg each as per drawing and technical specifications Clause 1301 | item 36 | 933.75 | cum |
| 37 | 37 | CD WORKS (Hume Pipe) | item 37 | ||
| 38 | 38 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 | item 38 | 546.18 | cum |
| 39 | 39 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C grade M 10, Nominal mix 1:3:6 | item 39 | 24.95 | cum |
| 40 | 40 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | item 40 | 67.5 | Rmt |
| 41 | 41 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, Random rubble masonry, In cement mortar (1:5) | item 41 | 173.25 | cum |
| 42 | 42 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | item 42 | 106.88 | cum |
| 43 | 43 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) | item 43 | 160.92 | cum |
| 44 | 44 | 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 25 kg each as per drawing and technical specifications Clause 1301 | item 44 | 50.63 | cum |
| 45 | 45 | Catchpit | item 45 | ||
| 46 | 46 | Excavation for Structures\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material | item 46 | 193.77 | cum |
| 47 | 47 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, Random rubble masonry, In cement mortar (1:5) | item 47 | 24.75 | Qtl |
| 48 | 48 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. | item 48 | 99.72 | cum |
| 49 | 49 | ROAD FURNITURE | item 49 | ||
| 50 | 50 | Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per standard drawing duly painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014. | item 50 | 1 | Nos |
| 51 | 51 | Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014. | item 51 | 1 | Nos |
| 52 | 52 | Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per IRC/ MORD Specification for Rural Roads 2014. | item 52 | 1 | Nos |
| 53 | 53 | Providing and 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 red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. 600 mm equilateral & triangle | item 53 | 16 | Nos |
| 54 | 54 | Maintainance Activities: | item 54 | ||
| 55 | 55 | Deploying Hydraulic Excavators of 0.90 cum Bucket for clearance of major slip in all type of Soil, Rock and Boulders including its Operator, Fuel, all other charge and taxes required for proper completion of work. | item 55 | ||
| 56 | 56 | 1st year | item 56 | 16.6 | Hours |
| 57 | 57 | 2nd Year | item 57 | 14.94 | Hours |
| 58 | 58 | 3rd Year | item 58 | 13.45 | Hours |
| 59 | 59 | 4th Year | item 59 | 12.1 | Hours |
| 60 | 60 | 5th Year | item 60 | 10.87 | Hours |
| 61 | 61 | Major Slip clearance in all type of Soil, Rock and Boulders including cast of all material , Machine, T&P and Taxes etc required for proper completion of work as per MoRD specifications, Clause 1611 | item 61 | ||
| 62 | 62 | 1st year | item 62 | 498 | cum |
| 63 | 63 | 2nd Year | item 63 | 448.2 | cum |
| 64 | 64 | 3rd Year | item 64 | 403.38 | cum |
| 65 | 65 | 4th Year | item 65 | 363.04 | cum |
| 66 | 66 | 5th Year | item 66 | 326.77 | cum |
| 67 | 67 | 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 67 | ||
| 68 | 68 | 1st year | item 68 | 24.9 | cum |
| 69 | 69 | 2nd Year | item 69 | 22.41 | cum |
| 70 | 70 | 3rd Year | item 70 | 20.17 | cum |
| 71 | 71 | 4th Year | item 71 | 18.15 | cum |
| 72 | 72 | 5th Year | item 72 | 16.34 | cum |
| 73 | 73 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg each As per drawing and technical Specifications clause 1301 | item 73 | ||
| 74 | 74 | 1st year | item 74 | 16.6 | cum |
| 75 | 75 | 2nd Year | item 75 | 14.94 | cum |
| 76 | 76 | 3rd Year | item 76 | 13.45 | cum |
| 77 | 77 | 4th Year | item 77 | 12.1 | cum |
| 78 | 78 | 5th Year | item 78 | 10.89 | cum |
| 79 | 79 | Maintenance under PBMC for (1) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. (2) Maintenance of road side Drains including minor slip clearence , reshaping, deepeming and regrading as well as catch water drains as per techinical specification clause 1907 (3)Maintenance of shoulder to the required level by filling / cutting the soil its compacting including disposal of the surplus material in approved muck disposal point as per specification Clause 1903 (4) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908, (5) Maintenance of causeway by way of minor surface repairs replacing Guide Posts, repair of flood gauges, removal of debris provding boulders and protection work. (6) Maintenance of Road Signs, 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 (7)Maintenance of 200 metre and km stones, 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 ( 8)Repairing of pot holes by removal of loose material of side , cleaning of surface and providing tack coat with bitumen emulsion, and patch repair with 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion. (9)two coat wite washing on parapet wall od CD work edge stone , tree truncks, and prominent rock patches on hill side including preparation of surface by cleaning as per Tech. Specification Clause 101 | item 79 | ||
| 80 | 80 | 1st year | item 80 | 8.3 | Km |
| 81 | 81 | 2nd Year | item 81 | 8.3 | Km |
| 82 | 82 | 3rd Year | item 82 | 8.3 | Km |
| 83 | 83 | 4th Year | item 83 | 8.3 | Km |
| 84 | 84 | 5th Year | item 84 | 8.3 | Km |
AI Tender Summary
Tender Timeline
Aug 10, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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