Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Apr 2023
Closing Date15 May 2023
Tender Amount₹ 13,26,75,071
Costs
EMD
₹ 13,26,751Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_88449_6Bid Award Id
ViewTender No
Tender Online C.C-14 of 2023Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying Granular Sub-base with Grading-IV stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2667.3
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Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
6369
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Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
4227.31
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Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
21002.72
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Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
21002.72
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Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 (VG-30) grade Bitumen with Batch type Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.501 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
1050.14
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Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
525.06
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Providing compacted granular materials in shoulder / diversion road by using moorum having required P.I. value with sand admixture if required, 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, as per approved Drawing & Technical Specifications and as per Clause - 408 & section - 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete and as per direction of Engineer-in-Charge.
1751.6
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from foundation of CD & structures graded and compacted to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 & section- 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
7840.05
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Construction of embankment with approved material obtained from borrow pits by mechanical means with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per approved Drawing & Technical Specifications and as per Clause -305 & section-900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
58702.36
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Fine dressing and turffing the slope of the embankment with compacted turff grass with carriage within 5.0km as per Clause 307of MoRT&H Specifications for Road and Bridge works (5th Revision) complet including all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge.
16872.3
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Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification for road & bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
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5th Kilometer stone
4
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Ordinary Kilometer stone
12
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Hectometre stone
30
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Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
98
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Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
3225.3
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.
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90cm equilateral triangle size retro-reflectorised, cautionary, mandatory and informatory sign Board
10
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60cm equilateral triangle size retro-reflectorised, cautionary, mandatory and informatory sign Board
8
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60cm circular size retro-reflectorised, cautionary, mandatory and informatory sign Board
8
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Direction and place Identification Signs up to 0.9 sqm. Size (1200mm x 700mm) Board retro-reflectorised, cautionary, mandatory and informatory sign Board
5
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Direction and place Identification Signs more than 0.9 sqm. Size board retro-reflectorised, cautionary, mandatory and informatory sign Board.
9.6
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Supplying, fitting & fixing of reflective pavement marker (road studs) Acrylonitrile Butadience Styrene (ABS) plastic body of standard size having Micro Bismetic reflectors (Dual side) with impact registance, colour as approved including all cost of labour, sudries, tools & plant required for the work etc complete as per Clause 804 of specification for road & bridge works of Ministry of Road Transport & Highways ( 5th revision ) & direction of Engineer-in-Charge.
6300
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The retro-reflective sheeting used on the sign shall consist of the white or coloured sheeting having a smooth outer surface which has the property of retro-reflection over its entire surface It shall be weather-resistant and show colour fastness. It shall be new and unused and shall show no evidence of cracking, scaling, pitting, blistering, edge lifting or curling and shall have negligible shrinkage or expansion. A certificate of having tested the sheeting for co-efficient of retro-reflection, day/night time colour luminous, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance and its having passed these tests shall be obtained from a Government Laboratory/Institute, by the manufacturer of the sheeting. The retro-reflective sheeting shall be either of Engineering Grade material with enclosed lens, High Intensity Grade with encapsulated lens or Micro-prismatic Grade retro-reflective element material as per Clauses 801.3.2 to 801.3.7. of specification for road & bridge works of MORT&H (5th revision) Guidance on the recommended application of each class of sheeting may be taken from IRC:67 and as per direction of Engineer-in-Charge.
134.4
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance as per clause 802.2 and 802.3 of specification for road & bridge works of MORT&H (5th revision) and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans and as per direction of Engineer-in-Charge.
6.92
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Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
49.92
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Construction of 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 as per Clause 811 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
69.12
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Providing dry lean cement concrete sub-base by semi mechanised method with coarse and fine aggregates conforming to I:S 383, the size of coarse aggregate not exceeding 25mm , aggregate cement ratio not to exceed 15:1, aggregate gradation as per table 600-1, cement content not to be less than 150 Kg/Cum, mixing in concrete mixers with weigh batcher and transporting to work site, laying, spreading and compacting with PRR to the required thickness, finishing and curing as per approved drawing and specification complete in all respect as per Section 900 & Clause 601 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2677.94
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Providing un-reinforced, dowel jointed cement concrete pavement over a prepared sub base by semi mechanised method as per approved mix design, using 43grade cement not less than 400kg/cum, coarse and fine aggregates conforming to I:S 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawing and technical specification complete in all respect as per Section 900 & Clause 602 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
8229.4
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Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-incharge..Refrence CPWD DSR 2020 SUB HEAD : 2.0 : HORTICULTURE & LANDSCAPING & item no-6.12, page no- 345 and as per direction of Engineer-in-Charge.
6324
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Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
362.97
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Rough stone dry masonry with sand grouted for the walls with hard granite stones as per approved Drawing & Technical Specifications and as per Section -1400 & 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete and as per direction of Engineer-in-Charge.
247.28
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P.C.C. M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 900, 1000, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete and as per direction of Engineer-in-Charge.
402.88
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P.C.C. M-15 Grade in foundation bed with formwork using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 900,1000, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete and as per direction of Engineer-in-Charge.
1388.3
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Providing and laying R.C.C M-20 grade as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700 & 2200 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
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Retaining wall Foundation
122.23
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Retaining wall Sub-structure
173.5
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Column Pedestral
1.51
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Concrete Drain Raft
11.2
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Concrete Drain Wall
16.8
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Drain Cover slab
11.2
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Providing and laying R.C.C M-25 grade in Box culverts as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
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Box Culvert Bottom Slab
180.88
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Box Culvert Wall
149.09
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Box Culvert Deck Slab
108.44
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R.C.C. M-30 grade in wearing coat including steel reinforcement of C.D. work with form work using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete and as per direction of Engineer-in-Charge.
17.88
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Providing Weep Holes of 100mm dia using A.C pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and as per Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete and as per direction of Engineer-in-Charge.
588.88
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Providing and laying of metal spall backing using 45mm size hand broken hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in section 2500 and Section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
329.7
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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
7.75
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Rough stone dry packing in aprons and revetments with hard granite stone of size 30 cm and above (reuse from dismantalled item) as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
42.29
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Grouting to aprons and revetments 23cm deep with C.C (1:4:8) using 25mm size granite metal complete for finished item of work as per approved drawing and technical specifications s per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials. labour and T&P etc complete and as per direction of Engineer-in-Charge.
302.03
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Dismantling Precasted / Reinforcement cement concrete of grade M-20 and above including T&P and scaffolding wherever necessary, sorting the dismantled materials disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
267.57
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Dismantling cement concrete of M-15 and M-20 including T&P and scaffolding wherever necessary, sorting the dismantled materials disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m including cost of all materials, labour, royalty etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
250.85
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Dismantling Rubble stone masonry in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. including cost of all materials, labour, royalty etc complete as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
67.89
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Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge. as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
89.31
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Painting two coats with synthatic enamel paints of approved quality & brand over a coat of primer on any elevation on road kerb, parapet and guard post for finished item of work including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge. as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
5366.43
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Providing and applying two coats of ready mix paint of approved brand & quality on steel surface after thorough cleaning of surface to give an even shade as per technical specifications complete in al lrespect as per Section 800 & as per Clause No.803 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
201.74
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Laying Reinforced cement concrete pipe NP4 of 1000mm dia for pipe culvert on first class bedding in single row including fixing collar with cement mortar 1:2 as per approved Drawing & Technical Specifications and as per Section - 900, 1000, 2900 & Clause no- 2905 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete and as per direction of Engineer-in-Charge.
87.5
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Removing of Hume pipes of above 600mm to 900mm dia and stacking within a lead of 1000m etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
15
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Removing of Hume pipes up to 600mm dia and stacking within a lead of 1000m etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
35
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Maintenance
-
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORT&H technical specifications Clause 3002 by manual means as per direction of the Engineer in charge
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1st year
122.85
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2nd year
147.42
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3rd year
171.99
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4th year
196.56
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5th year
221.13
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per drawing MORT&H technical specification Clause 3003 as per direction of the Engineer in charge.
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1st year
819
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2nd year
982.8
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3rd year
1146.6
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4th year
1310.4
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5th year
1474.2
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and MORT&H Technical Specification Clause 3003 and as per direction of Engineer-in-Charge. .
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1st year
819
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2nd year
982.8
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3rd year
1146.6
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4th year
1310.4
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5th year
1474.2
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per drawings & MORT&H technical specification Clause 3004 as per direction of the Engineer in charge.
-
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1st year
57.33
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2nd year
68.8
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3rd year
80.26
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4th year
91.73
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5th year
103.19
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 of MORD(1st revision-2014) and as per direction of the Engineer in charge.
-
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1st year
1
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2nd year
1
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3rd year
1
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4th year
2
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5th year
2
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 of MORD ( 1st revision-2014) as per direction of the Engineer in charge.
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2nd year
1.37
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4th year
1.37
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Maintenance of 200 metre, km stones & 5th Km stones 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 1913 of MORD ( 1st revision-2014) as per direction of the Engineer in charge.
-
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1st year
0.81
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2nd year
0.81
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3rd year
0.81
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4th year
0.81
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5th year
0.81
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1915 of MORD ( 1st revision-2014) as per direction of the Engineer in charge.
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1st year
14
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2nd year
14
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3rd year
14
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4th year
14
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5th year
14
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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1915 of MORD ( 1st revision-2014) as per direction of the Engineer in charge.
-
-
-
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1st year
14
-
-
... More
2nd year
14
-
-
... More
3rd year
14
-
-
... More
4th year
14
-
-
... More
5th year
14
-
-
... More
Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification MORD ( 1st revision-2014) clause 1912 as per direction of Engineer in Charge.
-
-
-
... More
1st year
131.05
-
-
... More
2nd year
157.06
-
-
... More
3rd year
185.15
-
-
... More
4th year
210.56
-
-
... More
5th year
238.65
-
-
... More
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 1909 of MORD ( 1st revision-2014) as per direction of the Engineer in charge.
-
-
-
... More
1st year
1
-
-
... More
2nd year
1
-
-
... More
3rd year
1
-
-
... More
4th year
1
-
-
... More
5th year
1
-
-
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1915 of MORD ( 1st revision-2014) as per direction of the Engineer in charge
-
-
-
... More
1st year
552.15
-
-
... More
2nd year
662.57
-
-
... More
3rd year
773
-
-
... More
4th year
883.43
-
-
... More
5th year
993.86
-
-
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD ( 1st revision-2014) technical specifications Clause 1916 as per direction of the Engineer in charge.
-
-
-
... More
1st year
27.3
-
-
... More
2nd year
27.3
-
-
... More
3rd year
27.3
-
-
... More
4th year
27.3
-
-
... More
5th year
27.3
-
-
... More
Filling of crack using slow-curing bitumen emulsion and applying crusher dust in case crack are wider than 3 mm. as per MORT&H technical specification Clause 3004.3.3 as per direction of the Engineer in charge.
-
-
-
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1st year
245.7
-
-
... More
2nd year
327.6
-
-
... More
3rd year
327.6
-
-
... More
4th year
327.6
-
-
... More
5th year
327.6
-
-
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