Department Of Roads And Public Works has published Construction Of H . L Bridge Over Local Nallah At 0/435 Km On Borgi-Kulmisi Road In The District Of Koraput Under Rcplwe Phase-Ii Scheme. Submission Date for this Tender is 25-02-2020. Bridge Work Tenders in In Koraput Dist Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Package No.OR19RCPL18-Construction of H.L Bridge over local Nallah at 0/435 km on Borgi-Kulmisi Road in the district of Koraput under RCPLWE Phase-II Scheme | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation for founation structures in all kinds of soil as per approved draReturn including shoring centering, shuttering, proping bullah dewatering from foundation and complete as per Clause 304 of MoSRT&H Specification for Road & Bridge works (5th Revision). | |||
| 2 | 1.01 | (a) Upto 3.00m Depth | 609.55 | cum | |
| 3 | 1.02 | (b) Beyond 3.00M Depth | 293.32 | cum | |
| 4 | 2 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the\nuseful materials separately as ordered. | 950.94 | cum | |
| 5 | 3 | Cutting in hard rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. | 501.74 | cum | |
| 6 | 4 | Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 257.97 | cum | |
| 7 | 5 | Plain cement concrete M-20 nominal mix in Sub-structure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 368.17 | cum | |
| 8 | 6 | Reinforced cement concrete M-30 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | 370.06 | cum | |
| 9 | 7 | Reinforced cement concrete M-30 nominal mix in Sub-structure with crushed stone aggregates to 40mm nominal size mechanically mixed placed and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge | |||
| 10 | 7.01 | (a) Abutment and Pier Shaft | 448.8 | cum | |
| 11 | 7.02 | (b) Abutment and Pier Caps, Dirt Wall & Bearing pedestal | 36.56 | cum | |
| 12 | 7.03 | (c)RCC M-30 in Girder beam & Deck slab | 396.06 | cum | |
| 13 | 7.04 | (d) Approach slab | 17.85 | cum | |
| 14 | 7.05 | (e) Approach slab | 32.67 | cum | |
| 15 | 8 | Providing reinforced cement concrete crash barrier of M-40 grade with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location and as per direction of Engineer-in-Charge. | 35.22 | cum | |
| 16 | 9 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC 83 (Part-II) Section IX and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical specification as per direction of the EIC | 241920 | ccm | |
| 17 | 10 | Providing laying of modular strips seal expansion joint catering to maximum horizontal movement upto 70mm complete as per drawings and standard specification to be installed by the manufacturer/ Supplier or their authorised representatives ensuring compliance to manufactures' instruction for installation | 31.6 | Mtr | |
| 18 | 11 | Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 12 | Nos | |
| 19 | 12 | Supplying, fitting and placing uncoated HYSD bar reinforcement in Foundation, Sub-structure & Sub-structure complete as per drawing and technical specification of MORT&H specifcation and direction of the Engineer-in-charge | 2377.84 | Qntl | |
| 20 | 13 | Providing and laying filter media with stone crushed aggregates satisfying the requirements laid down clause 2504.2.2 of MoSRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification | 159.09 | cum | |
| 21 | 14 | Back Filling with sand of structures as per approved drawing and technical specifications with excavated materials as per Section 1200 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). | 5216.5 | cum | |
| 22 | 15 | Providing Filter Materials underneath pitching in Slopes as per Clause No.2504, 2509 and 2510 of specification for Road and Bridge works 5th Revision of Ministry and direction of the Engineer-in-charge | 2251.29 | cum | |
| 23 | 16 | Rough stone dry packing in aprons and revetments slopes on prepard filter media and embankment with hard stone of 30cm size and above etc.complee as per clause 2504 of MoSRT&H specification for road and bridge works (5th Revision) and direction of the Engineer-in-charge | 1932.02 | cum | |
| 24 | 17 | Grouting approns and revetment 23cm deep with cement concrete (1:3:6) with 25mm size crusher broken granite metal | 6218.15 | sqm | |
| 25 | 18 | Providing and fixing in position of 20mm thick Salitex board in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and technical specification | 57.36 | sqm | |
| 26 | 19 | Providing weep holes in brick masonry / plain or RCC abutment, wing wall and return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification @ 1.5M interval | 683.6 | Nos | |
| 27 | 20 | Painting Two coats on new concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface | 511.34 | sqm | |
| 28 | 21 | Supplying and fixing 15 cm dia 1.2 mtr long guard post of RCC (1;2:4) using 75 kg of steel per cum for each guard post with 12 mm size HGCB chips including cost of reinforcement & materials, centering, shuttering & watering & curing etc. complete | 400 | Nos | |
| 29 | 22 | Providing fitting and fixing of GI Pipes including etc.cost of material and labour for electrodes, cutting gas, sealant, anti-corrosive bituminous paint, mild steel grating etc. | 117.76 | Mtr | |
| 30 | 23 | Cleaning and grubbing road land including uprooting 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 serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness ARP 196 item no.3 Unit= 100sqm Data for 10000sqm (Manual means) | 22950 | sqm | |
| 31 | 24 | Providing and filling sand in road sub-base and watering with cost of all etc. complete | 2317.82 | cum | |
| 32 | 25 | Loosening, leveling and Compacting original ground supporting embankment as per Clause 305 of MoSRT&H Specifications for Road & Bridge works (5th Revision) | 3041.55 | cum | |
| 33 | 26 | Construction of granular sub-base by providing close graded granular sub-base Grading-VI materials as per Clause 401 of MoSRT&H specifications for road & bridge works (5th Revision) | 1245.17 | cum | |
| 34 | 27 | Providing, laying, spreading and compacting graded stone aggregate to WMM specification as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (5th Revision) | 782.7 | cum | |
| 35 | 28 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 6397 | sqm | |
| 36 | 29 | Providing and applying tack coat with bitumen @0.25 kg per sqm as per Clause 503 of MoSRT&H specifications for road and bridge works (5th Revision) | 13509 | sqm | |
| 37 | 30 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of Grading-II and VG-30grade of bitumen as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (5th Revision) | 319.85 | cum | |
| 38 | 31 | Providing and laying SDBC using crushed aggregates of Grading-II and VG-30grade of bitumen as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (5th Revision) | 177.81 | cum | |
| 39 | 32 | Construction of embankment with approved materials depsoted at site from roadway cutting and excavation from road drain and foundation of other structures graded and compacted to meet requirement of Table 300-02 as per Clause No.305.3.17 of MoRT&H specification for road and bridge works. | 141.94 | cum | |
| 40 | 33 | Construction of embankment with approved material obtained from borrow pits by mechanical means within a lead of 5kms as per Clause 305 of MoSRT&H Specifications for Road & Bridge works (5th Revision) | 96520 | cum | |
| 41 | 34 | Fine dressing and turfing with initial lead of 50m and 1.5m initial lift as per direction of Engineer-in-charge | 22608 | sqm | |
| 42 | 35 | Road marking with hot applied thermo plastic compound with reflectorising glass beads on bituminous surface. | 514.49 | sqm | |
| 43 | 36 | 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | 7.2 | sqm | |
| 44 | 37 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | |||
| 45 | 37.01 | (a) 60cm Circular (Speed limit) | 4 | Nos | |
| 46 | 37.02 | (b) 90cm equilateral triangles cautionary | 4 | Nos | |
| 47 | 37.03 | (c) Diversion ahead 80 x 60 Rectangular & road closed | 4 | Nos | |
| 48 | 37.04 | (d) Load limit on diversion road (60 x 45 ) | 2 | Nos | |
| 49 | 38 | Providing and laying moorum in shoulders and compacting with PRR as per Clause 407 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | 39 | cum | |
| 50 | 39 | Earth work in excavation of foundation of structures as per drawing and Technical specification including setting out, construction of shoringand bracing removal of stumps and other deleterious matter dressing of sides andbottom and back filling with app | 923.18 | cum | |
| 51 | 40 | Plain cement concrete (1:2:4) M-15 in Sub-structure with crushed stone aggregates 20mm size technically mixed, placed in foundation and compacted including cost of all materials, labour, T&P etc. complete. | 1141.36 | cum | |
| 52 | 41 | Laying R.C.C pipe NP4 /Prestressed Concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with Cement mortar(1:2) but excluding excavation, protection work back filling concrete and masonry works | 80 | Mtr | |
| 53 | 42 | Painting Two coats on new concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface | 123.69 | sqm |
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