Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 28,66,500Document Cost
₹ 18,000Tender Fee
₹ 18,000
Summary
Widening And Stregthening Of N.h. To Lakhdhirpur - Kalikanagar- Nichimandal Road Km. 0.00 To 18.30 (v.r.),
Description
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Contact
Tender Id
2024_MoRTH_837743_1Tender No
17/2024-25Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
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Earthwork in cutting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directed upto all lead from the end of the cutting with all required lead and lift
7532
175
1319380.44
... More
Providing and laying , spreading and compacting, graded stone aggregate to Wet Mix Macadam (WMM) specification as per MORT&H including premixing the material with water at OMC in for all leads and lifts, laying in uniform layer with mechanical paver finisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 Tonne Capacity to achieve the desired density complete as per specification and direction of Engineer - in - Charge
2876
869
2500250.6
... More
Rolling & watering of earthwork in layers with vibratory roller including filling in depressions which occur during the process as directed
57903.57
22
1302251.29
... More
Box Cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto all lead
29314
151
4430517.96
... More
Providing and Laying granular sub-base (G.S.B.) Grade-I C.B.R. not less than 30% by providing coarse graded matrerial,consisting of B.T. crushed stone aggregates 53 mm to 9.5 mm @ 50%, 9.50 mm to 2.36 mm @ 20%,2.36 mm to below @ 30% coarse sand combination and stone dust/grit spreading in uniform layers with motor grader on prepared surface,mixing by mix in Place method with rotovator at O.M.C. to required dry density including filling the depressions which occred during the process using vibratory roller 8-T to 10-T complete as per Clause-401
22313
648
14465517.9
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WBM Grading - I : Providing, laying , spreading and compacting stone aggregates of 90 to 45mm size with all lead to water bound macadam (W.B.M. Gr-I) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and broming, stone screening / binding materials to fill up to interstices of course aggregate, watering and compacting to the required density grading as per Technical Specification Clause 405. By Mechinary Means
17954
1148
20621246.24
... More
WBM. Grading - II Providing, laying , spreading and compacting stone aggregates of 45 to 63mm size with all lead to water bound macadam (W.B.M.) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and broming, stone screening / binding materials to fill up to interstices of course aggregate, watering and compacting to the required density grading as per Technical Specification Clause 405. By Mechinary Means
13647
1037
14153303.7
... More
Preparing surface by Brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunney bags to remove all loose dirt etc (ii) Black top surface
21875
17
372531.25
... More
Providing and applying primer coat with bitumen emulsion RS on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg./ sqm. using mechanical means.
87338
35
3069930.7
... More
Providing and laying & rolling 50.00 mm thick compacted Dense Bituminous Macadam (D.B.M.) in one layer with B.T. Aggregate as specified as per MORTH gradation and tack coat using Emulsion RS-1 at 2.50 Kg / 10 Sqmt & using Bitumen VG-30 for mixing with aggregate at the rate of 4.5% i.e. 45.00 Kg / MT of total mix including heating the mixing in Drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including necessary including cost of Hire charges, firewood, oil, Lubricants labour charges etc by using contractor's own Drum Mix Plant machineries and equipment tools etc complete in accordance with the requirementof specification
15786
2747
43368088.5
... More
Providing and laying and rolling of 40mm thick compacted Bitumenous Concrete (B.C.) with B.T. Aggregate as per MORTH specification using bitumen grade VG-30 for mixing at the rate of 55 Kg / MT i.e. 5.50% of total mix including, heating the asphalt and aggregate by contineous batching hot mix plant, transporting the mix and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools plants, firewood, oil, kerosene, labour charges etc using contractor's own plant and machineries.
13178
3071
40473327.84
... More
Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed for R.C.C. work.
288.6
886
255714.03
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Removing all types of hume pipes and stacking with all lead and lift including Earthwork and dismentalling of Masonary works as per Technical Specification Clause 202 Pipes of all dia and as directed
36
375
13531.32
... More
Excavation for foundation up to all Depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to all lead in Dense or Hard soil.
1904
241
460368.16
... More
Excavation for foundation up to all Depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to all lead in Hard murrum..
3562
412
1467579.62
... More
Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays and other similar strata including shoring and strutting and dewatering as necessary and disposing of the excavated stuff as directed .
227
582
132161.67
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Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering as necessary and disposing of the excavated stuff as directed.
304
682
207461.76
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Excavation in hard rock by dry-wet blasting and chiselling including dewatering and chiselling including dewatering preparing foundation base by proper benching and stepping and disposing of the excavated stuff as directed (B) Blasting Prohibited.
134
1595
213801.02
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Providing and filling in foundation with ordinary cement concrete M-100 mix and providing necessary vertical pin headers incl. Formwork, vibrating, ramming and curing complete as directed.
265.8
3245
862669.85
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Providing and casting in situ ordinary cement concrete M-15 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete with V-Groves (A) All Height
6925.1
3818
26443840.61
... More
Providing and casting in situ controlled cement concrete M-300 for average 200 mm thick wearing coat laid as directed including tamping ,vibrating, finishing, curing and filling in joints with bitumen complete.
105.3
4501
474033.22
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Providing and casting - in - situ controlled cement concrete DMC M-20 for mass concrete for foundation below Piers, Abutments and Square Return including centering shuttering, scaffolding where necessary, laying , vibrating, curing and finishing complete as per specification
280.4
5050
1416275.16
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Providing and casting - in - situ controlled cement concrete M-20 for R.C.C. work in Pier, Abutment, Return and Riding Return as per drawings including centering shuttering, scaffolding where necessary laying vibrating, curing and finishing complete (A) Height from 0.00 to 5.0 M (1) Piers (2) Abutment (3) RCC return
472.9
5050
2388575.34
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Providing and casting in situ controlled cement concrete M-25 for Kerbs / kerb blocks including formwork, curing and finishing complete.
10.8
4847
52351.6
... More
Providing and casting in situ controlled cement concrete M-250 for R.C.C. solid slab including centering, scaffolding curing and finishing complete as directed.
150.2
5111
767691.73
... More
Providing and casting in situ controlled cement concrete concrete M-250 for approach slab including formwork curing and finishing complete as directed.
66.4
5124
340255.51
... More
Providing and casting in situ controlled cement concrete M-25 for R.C.C. work in pier cap, Abutment cap and dirt wall including controlled Cement concrete M-30 bed blocks of pedstals of required size below bearings as per detailled drawings, centering , shuttering, scaffolding, wherever necessary laying vibrating, curing and finishing complete
39.7
5235
207863.64
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Providing and casting in situ controlled cement concrete M-30 for average 75mm thick wearing coat laid as directed including tamping, vibrating , finishing , curing and filling in joints with bitumen complete
105.1
5424
570142.28
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Providing and Fixing of Precast R.C.C. Railing of M-30 Grade concrete having 2 - tire (Row) of Hand Rail dimension as shown in detail drawing & vertical post such as c/c pacing between vertical posts not to exceed 2.0 m. including necessary TMT steel, Form work, Painting with Weatherproof paint, Supplying of all material, Labour etc complete as per Instruction of Engineer - in - Charge
125.73
1902
239252.87
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Providing and laying design mix cement concrete of M-30 grade in roads using cement concrete as per design mix using course sand and graded stone aggregate of 40mm nominal size in approapriate proportions as per approved & specified design criteria laying at site spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope / camber , finishing with required texture including hardening compound & plasticzer admixtures conforming IS : 9103 also including steel form work with study M.S. Channel sections, curing making provision......
10928
5632
61554910.56
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 220 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a fixed form paver or conventional method, compacting with 8-10 tonnes vibratory roller, finishing and curing etc. complete.
4214
2358
9938086.9
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Providing and fixing mild steel dowel bars of minimum 32mm dia. for anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed.
144
448
64550.88
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Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for anchorage in fixed end as per detailed drawings including cutting, bending and welding complete.
24
339
8157.12
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Providing and fixing in position Mild steel dowel bars in pier cap or abutment caps for ancorage in free end as per detailed drawings including cutting bending and welding complete
24
396
9510.48
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Providing and fixing in position FE 500/500D TMT bar reinforcement including cutting, bending and tying complete as per detailed drawings (A) Solid Slab / App. slab / Wearing Coat (B) Pier (C) Abutment (D) RCC Return & Wall / caps / Coping (E) RCC Kerb (F) RCC Footpath (G) RCC Approach Slab (H) Wearing Coat etc complete
188.97
72708
13739725.25
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Supplying, fixing and joining reinforced concrete heavy duty non-pressure pipe carrying indian railway standard with collars for culverts carrying heavy traffic as per Indian railway standard specification including setting and joining the pipe in cement mortar 1:2 watering or laying (to level or slopes) of I.S. class NP3 300mm dia internal
50
654
32700.5
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Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of internal daimeters 1200 mm dia.with all lead and lift as directed.
295
5569
1642999.55
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Filling available excavated earth (excluding rock) in trenches , plinth, sides of foundation etc layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering
5711
130
744657.29
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Providing and laying weep hole in Aburtments, and returns by using A.C. pipe of 100mm incluidng fixing in proper grade and jointing the complete as per detailed specification
3084
82
254645.88
... More
Providing and filling Pre-moulded Asphalt Joint Filler 12mm size as directed by Engineer - in - Charege
79.4
702
55748.33
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Providing PVC galvanised iron 100 mm diameter water spoiuts including necessary iron gratings as per drawing including finishing etc complete
36
159
5737.32
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Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and packing and filing in the interestices with quarry-spalls.
112
1041
116597.6
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Providing and laying filter media 600mm as directed at the back of abutments returns and wing will as per detailed specifications
142.9
1180
168670.59
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Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.
4301
367
1581606.73
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Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.
5
3990
19953.25
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Providing and fixing Hectometer as per I.R.C. type design including painting lettering etc complete (ii) fixing in Cement concrete 1:5:10
73
356
26024.5
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Providing and fixing guard stone as per I.R.C. type design including white wasins etc. complete (1) Fixing in earth.
810
98
79890.3
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Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per IRC type design in C.C. 1:4:8 including painting lettering etc complete
16
704
11269.44
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Providing and Fixing indicator stone of approved stone as per IRC type design in CC 1:4:8 including white washing etc. complete (ii) Fixing in CC 1:5:10.
823
343
282511.21
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Providing and Fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per IRC type design in C.C. 1:4:8 including painting leterring etc complete
3
1935
5805.45
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Providing and fixing Village Name board as per Standard IRC type design of steel plate including painting,lettering etc. complete with fixing in C.C. 1:4:8 block with necessary excavation
6
3437
20625.6
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Providing and Fixing Flood Guage Post mark of "C" channle angle size 100mm x 50mm x 5mm thick (in head wall 0.500 Mt and 1.50 MT outside with painting and lettering with radium color as directe
2
1112
2225.2
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Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting
46
3906
179684.74
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Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50x50x5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting
5
21287
106437.55
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Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting
38
3518
133710.22
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Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 60x45cm rectangular plus 30x25cm additional plate as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35x35x3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting
360
3842
1383195.6
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Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting
12
3540
42481.56
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Supplying and fixing cat eye (stimsonite ) made out from Acrilo beautilie sterine injuction high compressed molding with reflector made of MMC (prismatic type of size 12cm x 6 cm x 2.5cm) provided with bituminous adhesive 100g with each unit for fixing (Engineer grade)
3050
375
1145946
... More
Providing temporary diversion suitable for traffic during the construction period of the bridge / cd works by levelling existing ground and supplying and spreading quarry spall in layers etc. complete. As directed.
820
1034
848642.6
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Providing and fixing "W" shape metal crash safety barrier comprising of 3 mm thick galvanized sheet to be fixed on ISME 150(150mm x 75mm x 5.4mm) series channel vertical post to be spaced 1.5 mtr c/c to be kept 1.50 mtr height as per M.O.S.T. specification incl. necessary foundation fitting, with bolts, painting and required all process as per specification and as per drawing
670
3229
2164086.6
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Construction of Bump along 7.00mt width road surface as per standard drawing by providing moulded frame and premix M.S.S. mix material using 10 to 6mm machine crushed stone aggregate and asphalt VG-10 at rate of 51.00 Kg of bitumen per one M.T. mix / Drum mix plant incl. loading in the truck coveying at road site & spreading the mix material, finishing the bump with as per design shape also painting the bump with thermoplast patta length & width as per design, providing cat eye at 1.0 mt. away on each side of bump & providing "Bump Ahead" sign on both side of bump. Rate inclusive cost of preparing surface, stone aggregate asphalt and rolling with roller incl. all necessity material etc as per design & specification under the supvervision of engineer - in - Charge.
4
62403
249612.72
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Providing and erecting logo cum informatory retro reflectorised board as per IRC-67 made of engineering grade sheeting as per specification fixed over alluminium sheeting 2mm thick as logo board with vertical support of M.S. angle 35 x 35 x 5mm and lateral clearance of 100mm between logo & informatory board and 2mm thick M.S. Plate as information board with area exceeding 0.90 Sqm. fixed on frame of an angle 35 x 35 x 5mm and supported on a M.S.angle iron post 75mm x 75mm x 6mm 2 nos firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45cm x 60 cm below ground level as per drawing, including painting and installation at site
4
5946
23787.52
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Supplying and Laying of Extruded Polypropylene Geogrid for Base / Sub base reinforcement of having minimum tensile strength 30 KN/m in the longitudinal & transverse direction and confirming MORTH specification laid in layers below approach slab with all necessary tools to complete the work as per drawing.
221.1
190
42205.78
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1. Fixed Deduction for available material from dismentalling for First R.A. Bill - Rs. 609269.68
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-
-
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2. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.
-
-
-
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3. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
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-
-
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4. GST and Income tax TDS will be deducted at a source while making payments of bills
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-
-
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5. GST and Income tax TDS will be deducted at a source while making payments of bills
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-
-
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6.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost
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