Urban Development Department-UDD has published Widening And Strengthening /Reconstruction Of Approach Road For Birsa Munda Bus Terminal Ranchi . . Submission Date for this Tender is 15-02-2021. Road Work Tenders in RANCHI Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Widening & Strengthening /Reconstruction of Approach road for Birsa Munda Bus Terminal Ranchi. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Labour for cleaning the work site before and after work etc. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing and Grubbing the road land,(Clearing and grubbing the road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm ,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of sercviceable materials to be used or auctioned upto a lead of 1000 mts. including removal and disposal of organic soil not exceeding 150mm in thickness. | 0.33 | Per Hect | |
| 3 | 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit.\n300-600mm | 2 | EACH | |
| 4 | 3 | 600-900 mm | 4 | EACH | |
| 5 | 4 | 900-1800mm | 5 | EACH | |
| 6 | 5 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately | 8 | EACH | |
| 7 | 6 | Dismantalling of brick work in cement mortar -do-do- all complete as per specification and direction of E/I | 139.355 | CUM | |
| 8 | 7 | Shifting of 100 KVA DTR | 1 | EACH | |
| 9 | 8 | Bituminous Course by mechanical means\nDismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 1300 | SQM | |
| 10 | 9 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) | 45 | CUM | |
| 11 | 10 | 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 within all lifts and lead upto 1000m (including royality @ Rs. 30.00 per cum including watering, rolling & compaction) | 1273.28 | CUM | |
| 12 | 11 | 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 table 300-2. | 1145.95 | CUM | |
| 13 | 12 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 1010.28 | CUM | |
| 14 | 13 | Construction of granular sub base by providing coarse graded material @ 1.28 m3 / m3 , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause401. As per MOSRT&H specification401 (5th revision) and direction of E/I | 275.541 | CUM | |
| 15 | 14 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 261.9 | CUM | |
| 16 | 15 | abcd | 269.55 | CUM | |
| 17 | 16 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of the road surface and spraying primer @0.60 kg/sqm using mechanical means . As per MOSRT&H specification 502 (5th revision ) & as per direction of E/I. | 2240 | SQM | |
| 18 | 17 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom. As per MOSRT&H specification 502 (5th revision ) & as per direction of E/I. | 2240 | SQM | |
| 19 | 18 | Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bulk bitumen grade VG-30 @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. | 224 | CUM | |
| 20 | 19 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bulk bitumen grade VG-30 binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) with Bulk VG30 Bitumen.\n(i) for Grading-I ( 13 mm nominal size ) | 88 | CUM | |
| 21 | 20 | Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing\n(i)90cm Equilateral triangle | 2 | EACH | |
| 22 | 21 | (ii)60cmx60cm Square | 2 | EACH | |
| 23 | 22 | (iii)80cmx60cm rectangular | 2 | EACH | |
| 24 | 23 | (iv) 60cm.x45.0cm rectangular | 2 | EACH | |
| 25 | 24 | (v)60 cm. Circular | 2 | EACH | |
| 26 | 25 | (vi)90 cm. high Octagonal | 1 | EACH | |
| 27 | 26 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing | 1.88 | SQM | |
| 28 | 27 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade | 1000 | EACH | |
| 29 | 28 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 80 | SQM | |
| 30 | 29 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc | 2 | EACH | |
| 31 | 30 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. | 40 | EACH | |
| 32 | 31 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) | 270 | EACH | |
| 33 | 32 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) | 20 | EACH | |
| 34 | 33 | E/W in excavation of foundation trenches do-do-all complete job as per specification and direction of E/I | 578 | CUM | |
| 35 | 34 | Providing P.C.C.M10 with nominal mix (1:3:6) in foundation -do-do-all complete as per specification and direction of E/I | 32 | CUM | |
| 36 | 35 | Providing R.C.C.M20 in substructure -do-do- all complete | 151.25 | CUM | |
| 37 | 36 | providing Filter media -do-do- all complete | 200 | RMT | |
| 38 | 37 | Providing weep holes -do-do-all complete | 1200.02 | EACH | |
| 39 | 38 | Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting. 9 m high spaced 40 m apart. 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the foothpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation | 10 | EACH | |
| 40 | 39 | SUPPLYING AND FITTING 25MM THICK KOTA TILE | 400 | SQM | |
| 41 | 40 | Reinforced cement concrete RCC Gr-M-25 with CM in substructure complete as per drawing and Technical | 150 | CUM | |
| 42 | 41 | Supplying fitting and placing Un-coated HYSD bar Reinforcement in foundation complete as per drawing and technical specification | 13.5562 | MT |
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