Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Jul 2023
Closing Date20 Jul 2023
Tender AmountRefer Documents
Costs
EMD
₹ 50,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MoRTH_757341_2Bid Award Id
ViewTender No
05 of 2023-2024Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
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Cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt/dust up to 100 metre away as directed by engineer-in-charges etc. complete.
1
11
11.24
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Cleaning the existing black topped surface with truck / tractor mounted mechanical broom machine at kerb edge and PSS edge of road in up or down lane as directed by engineer-in-charge.
1
60000
60000
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
1
1805
1805.7
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Brick masonry work in cement mortar 1:6 in foundation complete up to depth of 1.5 meter below ground level & above 1.5 from bed / ground level excluding pointing and plastering, as per drawing and technical specifications
1
2467
2467.01
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Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(C) Fly Ash Bricks as per drawing and technical specifications
1
3150
3150.4
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Cement plaster in cement mortar 1:3 including scraping of existing plaster etc. complete (a) 12 mm thick
1
126
126
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Cement plaster in cement mortar 1:3 including scraping of existing plaster etc. complete (b) 20 mm thick
1
144
144.9
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White washing with lime on undecorated / decorated wall surface (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar drops & other foreign matter.
1
7
7.98
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Painting line, dashes, arrows, letters etc on road in two coats work with ready mix road marking paints including cleaning the surface of all dirt dust and other foreign matter demarcation at site and traffic control involved. (a) Over 10 cm width white and/yellow patta
1
126
126.1
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Painting line, dashes, arrows, letters etc on road in two coats work with ready mix road marking paints including cleaning the surface of all dirt dust and other foreign matter demarcation at site and traffic control involved. (b) Up to 10 cm width
1
109
109
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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 surfaces)
1
71
71
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Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. a) 5th Kilometer stone.
1
382
382.2
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Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. b) Ordinary Kilometer stone
1
199
199.5
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Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. c) Hectometer stone (200m stone)
1
51
51.35
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Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)
1
64
64
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Finishing wall with two coats of exterior emulsion paint of approved brand and manufacture and of required even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered material etc. complete as directed.
1
51
51.35
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
1
1041
1041
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
1
1043
1043
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
1
743
743.6
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Supplying labour at site of work for different type of work as directed (with tools and plants)
1
564
564
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Planting the plants in central verge of rim girth 30cm including supplying plants , farm yard manure and mixing manure in proportion specified or as directed and maintaining , watering etc. complete for 90days including applying anti terimite treatment etc. complete.
1
417
417
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Cutting of Bougenvel/karen/nala in one metre of Avg. height and trimed the same in proper size and shape as directed including disposal of all rubbish with all lead and lifts etc. comp.
1
17
17.5
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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed 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 works, backfilling, concrete and masonry works in head walls and parapets) (1000mm Dia)
1
5658
5658
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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed 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 works, backfilling, concrete and masonry works in head walls and parapets) (1200mm Dia)
1
8561
8561
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (iii) 600 mm dia.
1
2900
2900.07
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (viii) 1600 mm dia.
1
12211
12211.32
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Providing and laying M150 precast cement concrete kerbs on site as per existing /approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 Sand) as per drawing and technical specification including dismentalling and disposing existing kerb as directed by engineer in charge
1
597
597
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Cast in situ cement concrete M-20 kerb with channel: Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick in PCC M-20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.
A. Using Concrete Plant
1
178
178
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Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) A. Using Concrete Plant
1
153
153
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Numbering the C.D. work with approved paint including all materials for painting etc. complete.
1
57
57.23
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Supplying Driver at site of work for driving government heavy vehicles of different type for different work as directed.
1
720
720
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Cleaning the catch water chamber by removing tree leaves, brick bats, polyethylene bags, paper bags, sand earth and other foreign materials from the Catch water chamber with the help of bucket with mechanical means without entering in to manhole and disposing off the same within 50m. lead as directed.
1
602
602
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Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of lime) including cost of material, labours and all T&P as directed by engineer in charge (a) Avg. dia 50 cm
1
34
34
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Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of lime) including cost of material, labours and all T&P as directed by engineer in charge (b) Avg. dia 50 cm
1
51
51
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (A) 5th kilometre stone (precast)
1
3075
3075.8
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (B) Ordinary Kilometer stone (Precast)
1
1824
1824
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) ( C ) Hectometer stone (Precast)
1
566
566
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Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (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 metres high above ground, 2 m centre to centre, complete as per approved drawings)
1
2367
2367
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Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing)
1
2176
2176.48
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)(i) M25 Grade of Concrete
1
1367
1367
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Restoration of Rain Cuts: Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes
1
92
92.3
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Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor
1
13
13
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Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
1
33
33.8
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Cleaning the road side drain incl. uprooting the vegetation & weeds from the gutter and excavating the deposited earth from the drain, incl. dressing of bottom and sides of drain stacking the excavated soil clear from the edge etc. comp. with all labour.
1
24
24.97
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Cleaning the edge of kerbing from both the side of central verge including excavation and depositing the excavated cady dust, dirt etc. in the side shoulder etc. complete.
1
12
12.36
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Random Rubble Masonry (Coursed) in cement sand Mortar 1:3 in foundation upto a depth of 1.5 m and 1.50 m above ground / bed level.
1
3929
3929.9
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Earth work in excavation in foundation trench etc. not exceeding 2mt. depth incl. dressing of bottom and sides of trenches stacking the excavation soil clear from the edge of excavated & subsequent filling ground pipe masonry in 15 cm. layer with compaction incl. disposal of all surplus soil as directed with a lead at 30 mt. ordinery soil.
1
265
265.2
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Providing and construction brick Masonary kerbing size 23 cm x 35 cm with brick work in C.M. 1:3 incl. applying two coats of enamel pant etc. comp.
1
533
533.92
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
1
59
59.8
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Providing letters of NH. Standart cut from reflective tap of standart quality including pasting the same on the boards as directed with all labour and materials cost etc. comp.
1
14
14
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Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed within 200meters from the end of the cutting with all required lead and lift.
1
84
84.53
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Surveying for road works including ranging, chaining, pegging leveling and compass surveying including all labour materials and instruments etc,complete.
1
2032
2032.8
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Hire charges for JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of operators, POL etc.
1
2689
2689
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Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helper etc. comp. for earth work, carriage, removal of debris etc.
1
245
245
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Hire charges of tractor with water tanker trolly having 3000 litre capacity for watering to plants / shrubs at central verge / road side or any other purpose as directed by engineer-in-charge including cost of operator,water, labours, fuel, oil, etc. complete
1
704
704
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Charges of filling water in government water tanker having 10000 litre capacity for watering to plants / shrubs or any other purpose as directed by engineer-in-charge including cost of water, labours, etc. complete from private bore.
1
900
900
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Hire charges for Hydraulic Excavator / Hitachi or equivalent machine / Crawler Mounted Excavator (Bucket Capacity 1.0 cum) for removal of Earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, POL etc.
1
3290
3290
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Carrying out Traffic census at specified count post including engaging man power, furniture, Lights, stationary etc for seven days including prepairing detailed report as per most norms in comprised format showing PCU & CV per day etc. complete in all respect
1
56915
56915
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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
1
1447
1447
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Granular Sub-Base with Close Graded Material (Table:- 400- 2)Construction of granular sub-base 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
1
1297
1297
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Providing & Laying, Collecting,carting,stacking and spreading quarry spall of specific size including all labour and materials etc, complete as directed
1
983
983
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Providing , laying and spreading wet mixed material of B.T.Metal,Kapachi,Grit and stone dust of specific sizes for dry patchwork as directed including all labour and materials etc. complete.
1
1055
1055
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
1
3355
3355.07
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Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm)
1
107
107.9
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Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.
1
81
81.9
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Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification
1
796
796
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
1
498
498
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Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. (a) Cement Grout
1
82
82
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Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. (b) Cement mortar (1:1) Grouting
1
148
148
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Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.
1
2178
2178
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Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.
1
787
787
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Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification
1
432
432
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Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.
1
392
392.6
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Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete
1
225
225
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Eproxy bonding of new concrete to old concrete
1
524
524
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Replacement of Expansion Joints complete as per drawings
1
2706
2706
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Replacement of damaged concrete railing.
1
245
245.7
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Replacement of crash barrier.
1
442
442
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Replacement of damaged mild steel railing
1
206
206.7
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Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proper form work.)
1
188
188.5
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Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.)
1
117
117
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Repair of steel Railing (Repair of steel railing to bring it to the original shape)
1
296
296
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M15 2. Height upto 5m
1
3988
3988
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M20 2. Height upto 5m
1
4658
4658
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Height upto 5m 3. With Batching Plant, Transit Mixer and Concrete Pump
1
5180
5180
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Height 5m to 10m 3. With Batching Plant, Transit Mixer and Concrete Pump
1
5369
5369
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M25 2. Height above 10m 3. With Batching Plant, Transit Mixer and Concrete Pump
1
5604
5604
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M30 2. Height upto 5M 3. With Batching Plant, Transit Mixer and Concrete Pump
1
5231
5231
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications 1. PCC Grade M30 2. Height 5M to 10M 3. With Batching Plant, Transit Mixer and Concrete Pump
1
5421
5421
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Ordinary Soil 2. Manual Means (Depth upto 3 m)
1
265
265.2
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Ordinary Soil 2. Mechanical Means (Depth upto 3 m)
1
37
37.7
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Ordinary rock (not req. blasting) 2. Manual Means (Depth upto 3 m)
1
331
331.5
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Ordinary rock (not req. blasting) 2. Mechanical Means
1
49
49.4
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Hard rock ( requiring blasting ) 2.Manual Means
1
570
570.7
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Hard rock ( blasting prohibited ) 2. Mechanical Means
1
559
559
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Marshy Soil 2. Manual means ( upto 3 m depth)
1
475
475.8
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) 1. Marshy Soil 2. Mechanical Means
1
157
157.3
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Supplying of graded Machine Crushed metal of following size as directed including all taxes & royalties and filling mesaure boxes with all lead and lift etc. complete (3) Machine crushed Metal 45mm to 90mm size to work site of NH58
1
646
646
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Supplying of graded Machine Crushed metal of following size as directed including all taxes & royalties and filling mesaure boxes with all lead and lift etc. complete (3) Machine crushed Metal 45mm to 63mm size to work site of NH58
1
676
676
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Supplying and stacking Scrrening of size 13.20 mm of approved quality on road site including taxes and royalties and filling measure boxes with all lead and lift etc. complete. to work site of NH58
1
747
747
... More
Supplying and stacking Stone dust of approved quality on road site including taxes and royalties and filling measure boxes with all lead and lift etc. complete to work site of NH58
1
623
623
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Spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as directed.(i) Murrum
1
97
97.34
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Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and gradient (excluding spreading of Blindage)(ii) 40mm to 63mm size aggreagates (H.B.)
1
164
164.85
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Rolling and consolidating water bound macadam (except laterite and Kankar) including watering not exceeding 150mm thickness (Main layer including binding materials ) including filling in depressions which occur during the process.(A) With power roller exceeding 8 tonne and not exceeding 12 tonne.
1
13
13.02
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Hire charges for carrying of Asphalt Mix material / WMM / WBM / other construction material / debris material / dismantaling material from plant site / dump site / road site ot paver site / work site / dump site including fuel, driver, cleaner, all lubricants and others etc complete. (Upto 10 Cum)
1
2166
2166
... More
Supplying, Fitting and Placing un-coated TMT bar Fe 550D Reinforcement in Foundation complete as per Drawing and Technical Specifications.
1
87068
87068
... More
Engaging Pneumatic Road Roller including hire charges, loading, unloading, labour charges, diesel, drivers etc. complete upto NH limit as per instructions of Engineer in charge.
1
2440
2440
... More
Engaging Vibratory Soil Compactor including hire charges, loading, unloading, labour charges, diesel, drivers etc. complete upto Taluka limit as per instructions of Engineer in charge.
1
2440
2440
... More
1. All work shall be carried out as per public works Department Hand Book and other specifications of Division as directed.
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-
-
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2. All the columns is schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature.
-
-
-
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3. Rates Quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site, moisture, weather etc.
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-
-
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4. To be continued on additional sheets, if found necessary.
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-
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5. In this Schedule B, Quantity of items taken a singal unit i.e. 1.00. This Singal unit Quantity is taken only for Tendering process. The quantity is more then 1.00 unit. The basis of payment will be actual quantities of items of work carried out and valued at the rates tendered in the Schedule B along with accepted/awarded tender premium. The accepted/ awarded tender premium above/below the grand total of the Schedule B cost shall be applicable for individual items of work to determine payable amount to Contractor for work done subject to other contractual provisions. Any variation shall be dealt with as per contract provisions.
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