Road Transport and Highways Government Departments Closing in 0 days TDR #21111530

Tender For Civil Works - Road Works -Mr-N/19-20 Phulparas/02

Issued by Government Departments · Phulparas, Bihar
Tender Value
2.12 Crore
Estimated cost
Bid Submission
05 Aug 2019
0 days left
EMD
4.25 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Organization
Click here to view tendering authority
Tender ID
Click here to view tender id
Competition Type
NCB
Bidding Type
Tender
Location / State
Phulparas → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Click here to view website
Contact Person
Click here to view contact person
Address
Click here to view address

Project Description

tender for Civil Works - Road Works -mr-n / 19-20 phulparas / 02

BOQ

Sl.No. Item Description Item Code / Make Quantity Units
1 1 REPAIR OF ROAD FROM GOTH KHUTAUNA TO KHUTAUNA BAZAR ROAD UNDER MR-3054
2 2 Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I 0.274 Ha
3 3 Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 657.6 Cum
4 4 Granular Sub-base with Well Graded Material (Table 400.1)( By mix in place method ) For Grading I Material\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 12.958 Cum
5 5 WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 20.25 Cum
6 6 Prime Coat (Low porosity)\nProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. 272.7 Sqm
7 7 Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. 5686.94 Sqm
8 8 Patch work over WBM using Mix seal surface with waste plastic for Bituminous and Existing CC Pavement\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. 493.133 Sqm
9 9 Semi-Dense Bituminous Concrete\nProviding and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. 129.724 Cum
10 10 Kilometre stone \nReinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\n
11 11 ii) Km stone 2 No.
12 12 iii) 200 m stone 6 No.
13 13 Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work \nPainting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 13.7 Sqm
14 14 Metal Beam Crash Barrier Type - A, \"W\" : Metal Beam Crash Barrier\nProviding and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 20 M
15 15 Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
16 16 600 mm equilateral & triangle 4 No.
17 17 600 mm circular 2 No.
18 18 600 mm x 450 mm rectangular 3 No.
19 19 Boundary Pillar/Gaurd Post\nReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 16 No.
20 20 Printing New Letters and Figures of any Shade\nPrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 362 per cm height per letter
21 21 Planting of Trees and their Maintenance for one Year\nPlanting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 40 Each
22 22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface\nProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
23 23 At Edge for BT Portion 274 Sqm
24 24 (I)Providing and Fixing 'Logo' of Maintenance Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2 No.
25 25 Brick Masonary in C.M.(1:3) in parapet\nBrick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 2.88 Cum
26 26 Plastering with cement mortar (1:4)\nPlastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications 20.16 Sqm
27 27 Painting Two Coats on New Concrete Surfaces\nPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 58.56 Sqm
28 28 1st Year Maintenance 1 Year
29 29 2nd Year Maintenance 1 Year
30 30 3rd Year Maintenance 1 Year
31 31 4th Year Maintenance 1 Year
32 32 5th Year Maintenance 1 Year
33 33 ADD GST @ 12 % 1 Rs.
34 34 ADD LABOUR CESS @ 1 % 1 Rs.
35 35 REPAIR OF ROAD FROM JOKAHI VIA GAREN TOL TO KARAMGARH ROAD UNDER MR-3054
36 36 Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I 0.394 Ha
37 37 Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 945.6 Cum
38 38 Granular Sub-base with Well Graded Material (Table 400.1)( By mix in place method ) For Grading I Material\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 24.299 Cum
39 39 WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 34.858 Cum
40 40 Prime Coat (Low porosity)\nProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. 469.42 Sqm
41 41 Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. 8200.44 Sqm
42 42 Patch work over WBM using Mix seal surface with waste plastic for Bituminous and Existing CC Pavement\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. 731.745 Sqm
43 43 Semi-Dense Bituminous Concrete\nProviding and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. 186.537 Cum
44 44 Kilometre stone \nReinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\n
45 45 ii) Km stone 3 No.
46 46 iii) 200 m stone 8 No.
47 47 Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work \nPainting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 19.7 Sqm
48 48 Metal Beam Crash Barrier Type - A, \"W\" : Metal Beam Crash Barrier\nProviding and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 20 M
49 49 Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
50 50 600 mm equilateral & triangle 6 No.
51 51 600 mm circular 2 No.
52 52 600 mm x 450 mm rectangular 4 No.
53 53 Boundary Pillar/Gaurd Post\nReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 24 No.
54 54 Printing New Letters and Figures of any Shade\nPrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 520 per cm height per letter
55 55 Planting of Trees and their Maintenance for one Year\nPlanting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 75 Each
56 56 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface\nProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
57 57 At Edge for BT Portion 394 Sqm
58 58 (I)Providing and Fixing 'Logo' of Maintenance Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2 No.
59 59 Brick Masonary in C.M.(1:3) in parapet\nBrick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 5.76 Cum
60 60 Plastering with cement mortar (1:4)\nPlastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications 40.32 Sqm
61 61 Painting Two Coats on New Concrete Surfaces\nPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 117.12 Sqm
62 62 1st Year Maintenance 1 Year
63 63 2nd Year Maintenance 1 Year
64 64 3rd Year Maintenance 1 Year
65 65 4th Year Maintenance 1 Year
66 66 5th Year Maintenance 1 Year
67 67 ADD GST @ 12 % 1 Rs.
68 68 ADD LABOUR CESS @ 1 % 1 Rs.
69 69 REPAIR OF ROAD FROM KHUTAUNA IB TO SIHULA ROAD UNDER MR-3054
70 70 Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I 0.816 Ha
71 71 Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. 24.75 Cum
72 72 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 m as per Technical Specification Clause 202. 7.32 Cum
73 73 Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 1958.4 Cum
74 74 WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 103.275 Cum
75 75 Prime Coat (Low porosity)\nProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. 1390.77 Sqm
76 76 Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. 16701.6 Sqm
77 77 Patch work over WBM using Mix seal surface with Waste Plastic (for Bituminous and Existing CC Pavement\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. 1236.24 Sqm
78 78 Semi-Dense Bituminous Concrete\nProviding and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. 386.325 Cum
79 79 Kilometre stone \nReinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\n
80 80 ii) Km stone 5 No.
81 81 iii) 200 m stone 16 No.
82 82 Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work \nPainting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 40.8 Sqm
83 83 Metal Beam Crash Barrier Type - A, \"W\" : Metal Beam Crash Barrier\nProviding and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 20 M
84 84 Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
85 85 600 mm equilateral & triangle 12 No.
86 86 600 mm circular 4 No.
87 87 600 mm x 450 mm rectangular 8 No.
88 88 Boundary Pillar/Gaurd Post\nReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 49 No.
89 89 Printing New Letters and Figures of any Shade\nPrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 1078 per cm height per letter
90 90 Planting of Trees and their Maintenance for one Year\nPlanting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year 204 Each
91 91 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface\nProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
92 92 At Edge for BT Portion 816 Sqm
93 93 (I)Providing and Fixing 'Logo' of Maintenance Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2 No.
94 94 Slab 1X3.0X2.5\nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 105.019 Cum
95 95 Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. 2.024 Cum
96 96 Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 14.757 Cum
97 97 Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 60.021 Cum
98 98 Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 53.584 Cum
99 99 Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 4.428 Cum
100 100 Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete. 15 Sqm
101 101 RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 8.01 Cum
102 102 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 1.156 MT
103 103 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight 15 RM
104 104 Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 4.32 Cum
105 105 Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. 104 Sqm
106 106 Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I 29.76 Sqm
107 107 Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing 32 Nos
108 108 Brick Masonary in C.M.(1:3) in parapet\nBrick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 25.92 Cum
109 109 Plastering with cement mortar (1:4)\nPlastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications 181.44 Sqm
110 110 Painting Two Coats on New Concrete Surfaces\nPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 527.04 Sqm
111 111 1st Year Maintenance 1 Year
112 112 2nd Year Maintenance 1 Year
113 113 3rd Year Maintenance 1 Year
114 114 4th Year Maintenance 1 Year
115 115 5th Year Maintenance 1 Year
116 116 ADD GST @ 12 % 1 Rs.
117 117 ADD LABOUR CESS @ 1 % 1 Rs.

AI Tender Summary

OUR REF NO 21111530
AUTHORITY Government Departments
TENDER VALUE 2.12 Crore
LAST DATE 05-08-2019
Authority
Authority Name Pradhan Mantri Gram Sadak Yojana
Work Description tender for Civil Works - Road Works -mr-n / 19-20 phulparas / 02
Basic Detail
Tender No MR-N/19-20 Phulparas/02
Bidding Type Tender
Location
City Phulparas
State Bihar
Key Dates
Publish Date 22 Jul 2019
Submission Date 05 Aug 2019
Open Date 05 Aug 2019
Finance
Tender Value 2.12 Crore
Tender Fee 10000
EMD 4.25 Lakhs
Exemption Not Available
Document List
1743D66C-3481-4C1E-8606-617D9242E100.html
Tendernotice_1.pdf
mbd.pdf
BOQ_144177.xls
AI-generated summary — verify details from the official tender portal before submission.

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Jul 22, 2019
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2019
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 05, 2019

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

1743D66C-3481-4C1E-8606-617D9242E100.html

pdf

Tendernotice_1.pdf

pdf

mbd.pdf

xls

BOQ_144177.xls

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders