Department Of Roads And Public Works has published Improvement To Badamuniguda To Kusulipeta From 0/0 To 7/306 Km Road And Constn . Of Hl Bridge Over Jhanjabati At 3/390 Km On Bhitaramundiguda To Kusulipada Road In The Dist . Of Koraput Under Rcplwe Phase-Ii Scheme. Submission Date for this Tender is 25-02-2020. Road Work Tenders in In Koraput Dist Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Package No.OR19RCPL17-Improvement to Badamuniguda to Kusulipeta (Kumbhari Chawk) from 0/000 to 7/306 km in the district of Koraput under RCPLWE Phase-II Scheme & Construction of H.L Bridge over Jhanjabati at 3/390 km. on Bhitaramundiguda (Kumbhari) to Kusulipada (Padamuniguda to Kusulipeta) Road in the district of Koraput under RCPLWE Phase-II Scheme. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge | 89128 | Sqm | |
| 2 | 2 | Construction of embankment with approved material obtained from borrow pits transporting to site by manual means with initial leads & lifts, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification | 21303.1 | Cum | |
| 3 | 3 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer-in-charge | 3078.57 | Cum | |
| 4 | 4 | Excavation in Hilly Area in Ordinary Rock not requiring Blastig by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.2. | 6157.13 | Cum | |
| 5 | 5 | Excavation in Soil in Hilly Area by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.1. | 21550 | Cum | |
| 6 | 6 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge. | 30874.1 | Cum | |
| 7 | 7 | Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embanckment counstruction as per technical Specification Clause 301.4.1 | 13369.2 | Cum | |
| 8 | 8 | Construction of granular sub-baseIV by providing coarse graded material, 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 clause 401. | 4373.27 | Cum | |
| 9 | 9 | 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. | 2699.55 | Cum | |
| 10 | 10 | Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. | 26995.5 | Sqm | |
| 11 | 11 | Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. | 26995.5 | Sqm | |
| 12 | 12 | Providing and laying bituminous macadam with 60-90 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | 1349.78 | Cum | |
| 13 | 13 | Providing and laying semi dense bituminous concrete with 60-90 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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. 508 complete in all respects | 674.89 | Cum | |
| 14 | 14 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 | |||
| 15 | 14.01 | Wing wall , RR stone massonary | 355.94 | Cum | |
| 16 | 14.02 | Parapet | 368.38 | Cum | |
| 17 | 14.03 | RCC M20 desk slab & Dirt wall , bes block | 79 | Cum | |
| 18 | 15 | Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.as per direction of the Engineer-in-Charge | 1767.96 | Cum | |
| 19 | 16 | Providing CC 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 | 424.45 | Cum | |
| 20 | 17 | Plain cement concrete 1:2:4 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 specifcation and direction of the Engineer-in-charge | 771.89 | Cum | |
| 21 | 18 | Plain cement concrete in sub structure, Nominal mix (1:2:4) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | 225.04 | Cum | |
| 22 | 19 | Reinforcement cement concrete M-25 nominal mix in Superstructure 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 specifcation and direction of the Engineer-in-charge | 121.58 | Cum | |
| 23 | 20 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 181.13 | Cum | |
| 24 | 21 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge | 585.71 | qntl | |
| 25 | 22 | 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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge | 271 | nos | |
| 26 | 23 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge | 182.07 | Cum | |
| 27 | 24 | Providing and laying reinforced cement concrete pipe NP4 of 1000mm dia. 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 | 60 | cum | |
| 28 | 25 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and MORD specification Clause 300,800 & 1700 and Annexure 1700.1 of MORD and as per direction of the Engineer-in-charge. | 2 | no | |
| 29 | 26 | Reinforced cement concrete M15 grade Kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD as per direction of Engineer-in-charge. | |||
| 30 | 26.01 | 5km stone | 1 | no | |
| 31 | 26.02 | 1 km stone | 7 | no | |
| 32 | 26.03 | 200 mtr stone | 30 | no | |
| 33 | 27 | Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause.and as per the direction of the Engineer-in-charge | 536 | no | |
| 34 | 28 | Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. and as per the direction of the Engineer-in-charge | 2 | nos | |
| 35 | 29 | Providing and fixing of typical PMGSY logo asper mord specification and drawing . Three Ms plateof 1.6 mm thick top and middle plate duty welded with ms angle iron frame of the lawer most plate duly welded to 2 nos . 75 mm x75mm of 12 SWGtubes posts duly embedded in cement concrete m-15 grade blocks of 450mmx450mm x600mm ,600mm beloe ground level. the topmost diamond plate wiil be welded the middle plate by enameled on both sides Lettering and printing arrows, boarder etc | 1 | nos | |
| 36 | 30 | Providing and fixing of typical PMGSY Maintenance information board as per MORD specifications and drawing. Three MS Plates of 50x5mm mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The upper & lower plate will be welded with MS flat iron frame of 50mmx5mm. The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level.All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexture 1700.1. | 1 | nos | |
| 37 | 31 | Providing and fixing of RCPLWE informatory sign board of size 5mx2m with retro reflective letters as per MORD specifications and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and as per direction of Engineer-in charge | 2 | nos | |
| 38 | 32 | 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 1700 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 1700,300 & 800 of MORD etc. complete as per direction of the Engineer-in-Charge | 8 | nos | |
| 39 | 32.01 | i) 900mm equilateral triangle ( turn & reduced carriage way ) | 35 | nos | |
| 40 | 32.02 | ii) 600mm equilateral triangle ( turn & reduced carriage way ) | 21 | nos | |
| 41 | 32.03 | 600 mm x 450 mm rectangular | 49 | nos | |
| 42 | 33 | 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). | |||
| 43 | 33.01 | (a) Upto 3.00m Depth | 2389.77 | cum | |
| 44 | 33.02 | (b) Beyond 3.00M Depth | 476 | cum | |
| 45 | 34 | 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. | 843.32 | cum | |
| 46 | 35 | 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. | 23.66 | cum | |
| 47 | 36 | Fixing anchoring bars upto 25mm to 38mm dia to the foundation and piers and abutments after drilling holes grouting with cement or cement mortar as per approved propertion etc. all complete but excluding cost of rods | 1836 | Mtr | |
| 48 | 37 | 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 | 314.04 | cum | |
| 49 | 38 | 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 | 456.84 | cum | |
| 50 | 39 | 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 | 714.12 | cum | |
| 51 | 40 | 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 | |||
| 52 | 40.01 | (a) Abutment and Pier Shaft | 821.87 | cum | |
| 53 | 40.02 | (b) Abutment and Pier Caps, Dirt Wall & Bearing pedestal | 93.28 | cum | |
| 54 | 40.03 | (c)RCC M-30 in Girder beam & Deck slab | 914.98 | cum | |
| 55 | 40.04 | (d) Approach slab | 21.93 | cum | |
| 56 | 40.05 | (e) Approach slab | 76.23 | cum | |
| 57 | 41 | RCC M-40 Crash barrier | 82.15 | cum | |
| 58 | 42 | 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 | 806400 | ccm | |
| 59 | 43 | 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 | 63.2 | Mtr | |
| 60 | 44 | Drainage spouts complete as per drawing and technical specification Sr. No.14.4 clause | 28 | Nos | |
| 61 | 45 | 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 | 4661 | Qntl | |
| 62 | 46 | 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 | 226.95 | cum | |
| 63 | 47 | 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). | 1472.41 | cum | |
| 64 | 48 | 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 | 3494.75 | cum | |
| 65 | 49 | 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 | 3536.26 | cum | |
| 66 | 50 | Grouting approns and revetment 23cm deep with cement concrete (1:3:6) with 25mm size crusher broken granite metal | 11649.2 | sqm | |
| 67 | 51 | 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 | 106.93 | sqm | |
| 68 | 52 | 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 | 739.6 | Nos | |
| 69 | 53 | 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 | 854.71 | sqm | |
| 70 | 54 | 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 | |
| 71 | 55 | 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. | 272.64 | Mtr | |
| 72 | 56 | 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) | 8792 | sqm | |
| 73 | 57 | Providing and filling sand in road sub-base and watering with cost of all etc. complete | 3693.58 | cum | |
| 74 | 58 | Loosening, leveling and Compacting original ground supporting embankment as per Clause 305 of MoSRT&H Specifications for Road & Bridge works (5th Revision) | 489.48 | cum | |
| 75 | 59 | 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) | 595.2 | cum | |
| 76 | 60 | 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) | 616.96 | cum | |
| 77 | 61 | 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. | 1862 | sqm | |
| 78 | 62 | 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) | 4714 | sqm | |
| 79 | 63 | 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) | 93.1 | cum | |
| 80 | 64 | 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) | 71.3 | cum | |
| 81 | 65 | 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 | |
| 82 | 66 | 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) | 71056 | cum | |
| 83 | 67 | Road marking with hot applied thermo plastic compound with reflectorising glass beads on bituminous surface. | 99.57 | sqm | |
| 84 | 68 | 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 | |
| 85 | 69 | 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 | |||
| 86 | 69.01 | (a) 60cm Circular (Speed limit) | 4 | Nos | |
| 87 | 69.02 | (b) 90cm equilateral triangles cautionary | 4 | Nos | |
| 88 | 69.03 | (c) Diversion ahead 80 x 60 Rectangular & road closed | 4 | Nos | |
| 89 | 69.04 | (d) Load limit on diversion road (60 x 45 ) | 2 | Nos | |
| 90 | 70 | Providing and laying moorum in shoulders and compacting with PRR as per Clause 407 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | 54 | cum | |
| 91 | 71 | 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 | 961.48 | cum | |
| 92 | 72 | 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. | 1226.02 | cum | |
| 93 | 73 | 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 | 55 | Mtr | |
| 94 | 73.01 | MAINTENANCE | |||
| 95 | 74 | Routine Maintenance after completion of construction works for 1 st year | 7.306 | km | |
| 96 | 75 | Routine Maintenance after completion of construction works for 2 nd year | 7.306 | km | |
| 97 | 76 | Routine Maintenance after completion of construction works for 3 rd year | 7.306 | km | |
| 98 | 77 | Routine Maintenance after completion of construction works for 4 th year | 7.306 | km | |
| 99 | 78 | Routine Maintenance after completion of construction works for 5 th year | 7.306 | km |
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