Ut-03-146 Construction And Maintenance Of Pokhai Kandai Motor Road Stage-Ii
Tender Overview
Project Description
Ut-03-146 Construction And Maintenance Of Pokhai Kandai Motor Road Stage-Ii
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Feb-2020 | Corrigendum no.03/2020-21 letter no-3114 dated 17-02-2020 for date extension | Date | 27-Feb-2020 |
BOQ
| Name of Work: Construction and Five Year Maintenance of Pokhari Kandai Motor Road Stage -II | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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\n\n | item 1 | 100750 | Sqm |
| 2 | 2 | Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification. | item 2 | 3587.87 | Cum |
| 3 | 3 | Random Rubble stone masonry for structure 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 & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. | item 3 | 2154.68 | Cum |
| 4 | 4 | Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge. | item 4 | 2196.47 | Cum |
| 5 | 5 | Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. | item 5 | 2430.72 | Cum |
| 6 | 6 | Cement plum Concrete with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | item 6 | 74.25 | Cum |
| 7 | 7 | Plain/reinforced cement concrete in substructure complete as per drawings and\ntechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C in M 20 | item 7 | 5.34 | Cum |
| 8 | 8 | Plastering with cement mortar (1:4), 15 mm thick in substructure as\nper technical specification Clauses 613.4 & 1204 | item 8 | 2228.73 | Sqm |
| 9 | 9 | White washing of parapet walls of CD work and tree truncks\nWhite washing two coats on parapet walls and tree trunks including preparation of\nsurface by cleaning scraping etc. as per technical specifications Clause 1915 | item 9 | 784.98 | Sqm |
| 10 | 10 | 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 eachas per drawing andtechnical specificationsClause 1301\n | item 10 | 270 | Cum |
| 11 | 11 | 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 Clause 1907. | item 11 | 12900 | Rmt |
| 12 | 12 | 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 M-10 | item 12 | 214.3 | Cum |
| 13 | 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 | item 13 | 95.64 | Cum |
| 14 | 14 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.(Couresd Rubble Masonary) | item 14 | ||
| 15 | 15 | In 1:4 cement mortar | item 15 | 170.64 | Cum |
| 16 | 16 | Random rubble masonry In cement mortar (1:5) | item 16 | 108.8 | Cum |
| 17 | 17 | Pointing with cement mortar (1:3) on Abutment as per drawing and technical specification Clauses 613.3 and 1204 | item 17 | 79.97 | Sqm |
| 18 | 18 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | item 18 | 280.8 | Rmt |
| 19 | 19 | Drainage spouts complete as per drawing and technical Nos. specifications Clause 1209. | item 19 | 6 | nos |
| 20 | 20 | Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | item 20 | 24 | Rmt |
| 21 | 21 | Providing & laying stone pitching in open foundation for causeway | item 21 | 141.4 | Cum |
| 22 | 22 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as\nper drawings and technical specifications Clauses 1000 and 1202 | item 22 | 57.11 | Qtl. |
| 23 | 23 | Construction of Embankment with Material Obtained from Roadway cutting construction of embankement 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 (Sub grade preparation Making of Super elevation and Pattri filling) | item 23 | 14785.2 | Cum |
| 24 | 24 | Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge. | item 24 | 2006.1 | Cum |
| 25 | 25 | 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.\nUsing naturally occuring gravel | item 25 | 8235.25 | Cum |
| 26 | 26 | WBM Grading 2\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 completion of the work as directed by Engineer-in-charge and MORD Specification | item 26 | 4776.34 | Cum |
| 27 | 27 | WBM Grading 3\nProviding, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means | item 27 | 4611.52 | Cum |
| 28 | 28 | Prime Coat\nLow porosity \nProviding and applying 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\nClause 502 | item 28 | 63305 | Sq.Mtr. |
| 29 | 29 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | item 29 | 63305 | Sq.Mtr. |
| 30 | 30 | Providing, Laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen 80-100 ( S-90 ) 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 capecity, finished to riquired level and grades as per MORD Specification. | item 30 | 63305 | Sq.Mtr. |
| 31 | 31 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-10) | item 31 | 63305 | Sq.Mtr. |
| 32 | 32 | Providing and fixing Kilometer Stone (Precast) R.C.C. M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including of painting and printing Etc. | item 32 | 15 | nos |
| 33 | 33 | same as above but Providing and fixing Hectometer Stone 200m Stone (Precast) | item 33 | 60 | nos |
| 34 | 34 | Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. | item 34 | 2 | nos |
| 35 | 35 | Providing fixing of PMGSY Logo board at suitable place in the starting of the road as per attached standard drawing duly painted and written as per the MORD specification and direction given by Engineer in charge | item 35 | 2 | Nos |
| 36 | 36 | 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 attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge. | item 36 | 2 | Nos |
| 37 | 37 | 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 37 | 40 | nos |
| 38 | 38 | Emergency Maintenance | item 38 | ||
| 39 | 39 | 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 39 | ||
| 40 | 39.1 | Ist Year | item 40 | 891.6 | Cum |
| 41 | 39.2 | Iind Year | item 41 | 802.44 | Cum |
| 42 | 39.3 | IIIrd Year | item 42 | 722.2 | Cum |
| 43 | 39.4 | Ivth Year | item 43 | 649.98 | Cum |
| 44 | 39.5 | Vth Year | item 44 | 584.98 | Cum |
| 45 | 40 | 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 45 | ||
| 46 | 40.1 | Ist Year | item 46 | 29.72 | hours |
| 47 | 40.2 | Iind Year | item 47 | 26.75 | hours |
| 48 | 40.3 | IIIrd Year | item 48 | 24.07 | hours |
| 49 | 40.4 | Ivth Year | item 49 | 21.67 | hours |
| 50 | 40.5 | Vth Year | item 50 | 19.5 | hours |
| 51 | 41 | 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 51 | ||
| 52 | 41.1 | Ist Year | item 52 | 29.72 | Cum |
| 53 | 41.2 | Iind Year | item 53 | 26.75 | Cum |
| 54 | 41.3 | IIIrd Year | item 54 | 24.07 | Cum |
| 55 | 41.4 | Ivth Year | item 55 | 21.67 | Cum |
| 56 | 41.5 | Vth Year | item 56 | 19.5 | Cum |
| 57 | 42 | 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 57 | ||
| 58 | 42.1 | Ist Year | item 58 | 44.58 | Cum |
| 59 | 42.2 | Iind Year | item 59 | 40.12 | Cum |
| 60 | 42.3 | IIIrd Year | item 60 | 36.11 | Cum |
| 61 | 42.4 | Ivth Year | item 61 | 32.5 | Cum |
| 62 | 42.5 | Vth Year | item 62 | 29.25 | Cum |
| 63 | 43 | Maintenance under PBMC | item 63 | ||
| 64 | 44 | \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 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.\n | item 64 | ||
| 65 | 45 | 7] 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. | item 65 | ||
| 66 | 45.1 | Ist Year | item 66 | 14.86 | Km |
| 67 | 45.2 | Iind Year | item 67 | 14.86 | Km |
| 68 | 45.3 | IIIrd Year | item 68 | 14.86 | Km |
| 69 | 45.4 | Ivth Year | item 69 | 14.86 | Km |
| 70 | 45.5 | Vth Year | item 70 | 14.86 | Km |
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