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Upgradation Of Ggs Marg ( Section Ludhiana Malerkotla Road To Jodhan Via Alamgir ) Length 15 . 160 Km Pb10114 Block Ludhiana-1 Distt Ludhiana, GGS MARG (SEC. LUDHIANA MALERKOTLA ROAD TO JODHAN)-Punjab

Public Works Department-PWD has published Upgradation Of Ggs Marg ( Section Ludhiana Malerkotla Road To Jodhan Via Alamgir ) Length 15 . 160 Km Pb10114 Block Ludhiana-1 Distt Ludhiana. Submission Date for this Tender is 31-05-2021. Road Work Tenders in GGS MARG (SEC. LUDHIANA MALERKOTLA ROAD TO JODHAN) Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

27884852
Upgradation Of Ggs Marg ( Section Ludhiana Malerkotla Road To Jodhan Via Alamgir ) Length 15 . 160 Km Pb10114 Block Ludhiana-1 Distt Ludhiana
Open Tender
Indian
Punjab
GGS MARG (SEC. LUDHIANA MALERKOTLA ROAD TO JODHAN)
31-05-2021

Tender Details

Upgradation Of Ggs Marg ( Section Ludhiana Malerkotla Road To Jodhan Via Alamgir ) Length 15 . 160 Km Pb10114 Block Ludhiana-1 Distt Ludhiana

Key Value

Document Fees
INR 50000 /-
EMD
INR 2237000.0 /-
Tender Value
INR 11.18 Crore /-

BOQ Items

Name of Work:Up-gradation of GGS Marg (Sec. Ludhiana-Malerkotla Road to Jodhan via Alamgir (Length 15.16 Km.) Pakcage No. PB-10-114 PMGSY-III Batch –II
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Item1 8449.2 Cum
2 2 Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. MORT & H Item2 56104.2 Sqm.
3 3 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 Item3 13010.6 Cum
4 4 Prepration of Foundation for embankment Item4
5 4.1 Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, complete as per Technical Specification Clause 301.4.1. Item5 4454.1 Cum
6 4.2 Construction of granular sub base by providing well graded material, spreading in uniform layers 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 (Relaying of material to be recieved from scarification) Item6 5260.62 Cum
7 4.3 Providing and laying brick on end edging after removal of existing brick edging complete as per Technical specification clause 412. Item7 18873.9 Mtr.
8 5 Water Bound Macadam Sub-base/base(WBM Grading -II) Item8
9 5.1 Providing, 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 type-A/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Item9 6810.03 Cum
10 6 Water Bound Macadam Sub-base/base(WBM Grading -III) Item10
11 6.1 Providing, 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 type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Item11 8988.01 Cum
12 7 Primer Coat over Granular Base(with emulsionSS-1 Bulk) Item12
13 7.1 Providing and applying primer coat with bitumen emulsion (SS-1) Bulk on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502 Item13 90800.5 Sqm.
14 8 Tack Coat (with VG-10 bitumen @ 0.275 kg/ sqm) Item14
15 8.1 Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503 Item15 90800.5 Sqm.
16 9 Dense Graded Bituminous Macadam (with VG-10 bitumen) Item16
17 9.1 Providing and laying dense graded bituminous macadam with continuous type Hot Mix Plant 60-90 using crushed aggregates of specified grading, premixed with bituminous binder VG-10 @ 4.25 per cent by weight of total 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. 505 complete in all respects. Item17 4441.63 Cum
18 10 Providing and laying Bituminous Concrete with continuous type Hot Mix Plant 60-90 using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.50 percent of mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clauseNo. 507 complete in all respects Item18 2724.02 Cum
19 11 Road Marking Item19
20 11.1 Markings of centre line, Zebra lines with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2013 (upto date revision) Item20 4373.4 Sqm.
21 12 Structure work (Hume Pipe Culverts, Slab Type Culverts, Side Drains, Retaining Walls & Toe Walls etc.) Item21
22 12.1 Earth work in Excavation Item22
23 12.2 Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300 Item23 1689.84 Cum
24 13 Bedding for Pipes Item24
25 13.1 Type 'B' (First Class) Bedding: Laying (First Class) bedding on well compacted sand moorum or approved granular material as per clause 1105 (ii) Item25 31.82 Cum
26 14 Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. Item26
27 14.1 450 mm dia Item27 67.5 Mtr.
28 14.2 600 mm dia Item28 60 Mtr.
29 15 Concrete in Foundation Item29
30 15.1 Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802,803,1202&1203 Item30
31 15.2 Grade M-10 (Norminal Mix 1:3:6) Item31 181.62 Cum
32 15.3 Grade M-15 ((Norminal Mix 1:2.5:5) Item32 6.76 Cum
33 15.4 Grade M-20 ((Norminal Mix 1:2.:4) Item33 37.56 Cum
34 16 BB Work (in foundation and plinth) Item34
35 16.1 Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plasterilng as per drawing and technical specification clauses 600,1202&1203. Item35
36 16.2 In cement mortar 1:3 Item36 257.87 Cum
37 16.3 In cement mortar 1:4 Item37 436.45 Cum
38 17 BB work (Substructures) Item38
39 17.1 Brick, Masonry work in cement mortar5 in Substructures complete excluding pointing and plastering as per drawing and technical specification clause 602,603,604,1202&1204. Item39
40 17.2 In cement mkortar 1:3 Item40 58.21 Cum
41 18 BB work (Substructures) Item41
42 18.1 Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specification Clauses 600,900 and 1208.4 Item42 15.76 Cum
43 19.1 RCC in Foundation Item43
44 19.2 Reinforced cement concrete in open Foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203. Item44
45 19.3 R.C.C grade M 25 (Nominal Mix 1:1.5:3) Item45 42.7 Cum
46 20 RCC in Superstructure Item46
47 20.1 Providing and laying reinforced cement concrete in open superstructure as per drawings and technical specification Clause 800, 1205 & 1205.5. Item47
48 20.2 R.C.C grade M 20 (Nominal Mix 1:2:4) Item48 6.9 Cum
49 20.3 R.C.C grade M 25 (Nominal Mix 1:1.5:3) Item49 17.26 Cum
50 21 TMT Bars Item50
51 21.1 Supplying, fitting and placing TMT bar reinforcement in Foundation complete as per drawings and technical specifications Clauses 1000 and 1202. Item51 3.416 M.T.
52 21.2 Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawings and technical specifications Clauses 1002, 1010 and 1202. Item52 2.172 M.T.
53 22 Cement Plastering Item53
54 22.1 15 mm thick cement plastering on brick work in sub structure as per technical specifications Clauses 613.4 and 1204. Item54
55 22.2 With cement mortar 1:4 Item55 2471.46 Sqm.
56 23 Sealing Joint Item56
57 23.1 Providing and Fixing in position 20mm thick pre molded joint filler in expansion joints for fixed ends of simply supported spans covered with sealant complete as per drawing and technical specification clause 1200. Item57 630 mtr. Per cm depth
58 24 Boulder Apron Item58
59 24.1 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing and technical specification clause 1301. Item59 13.5 Cum
60 25 Filter Media Item60
61 25.1 Providing and Laying filter Media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specifications Clauses 1204.3.8 Item61 27.78 Cum
62 26 Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, platered/ concrete surface as per drawing and technical specifications Clause 1701. Item62 501.04 Sqm.
63 27 Printing new letter and figures of any shades with synthetic enamel paint black or any other approved colour to give an even shade as per drawing and technical specifications Clause 1701 Item63 26000 per cm ht. per letter
64 28 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications Clauses 614, 709, 1204.3.7. Item64 88 Nos
65 29 Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanized 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 150x75x5mm, 330 mm long complete as per clause 810 Item65 95 Mtr.
66 30 Provision for road signage boards as per NRIDA Guidelines (First Revision-2019) and IRC:67 & other road furniture Item66
67 30.1 Retro-reflectorised Traffic Signs 900x900x900mm triangular Item67
68 30.2 Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP sheet 3.00 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x450mm x 600mm, 600mm below ground level as per drawings and Technical Specifications Clause 801 Item68 32 Each
69 31 Retro-reflectorised Traffic Signs 600x600x600mm triangular/octagonal/ circular Boards Item69
70 31.1 Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 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 Item70 124 Each
71 32 Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curves Item71
72 32.1 Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 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 Item72 20 Each
73 33 Direction and Place Identification signs with size 900x600mm Item73
74 33.1 Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) Sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Item74 56 Each
75 34 Direction and Place Identification signs with size 600x450mm Item75
76 34.1 Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) Sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Item76 18 Each
77 35 Direction and Place Identification signs with size 1200x900mm Item77
78 35.1 Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 4 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Item78 6 Each
79 36 Providing and fixing of typical PMGSY informatory sign board with Logo Item79
80 36.1 Providing and fixing of typical PMGSY informatory sign board with Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3 mm thick, top and middle plate duly ribbted with MS flat iron 25mm x 5m size on back on edges. The lower ACP plate 4 mm will be ribbted 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 ribbted 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. with Retro-reflectorised Tape (Class A/Class B) 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 Item80 2 Each
81 37 Providing and fixing of Standard PMGSY Logo Sign Board Double Sided Item81
82 37.1 Providing and fixing of typical PMGSY Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape(Class A/Class B) 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 Item82 9 Each
83 38 Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board Item83
84 38.1 Providing and fixing of typical PMGSY Citizen informatory sign board as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4 mm thick duly ribbted with MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame 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 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) 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 Item84 9 Each
85 39 Hazard Marker sign board 300x900mm Rectangular State Item85 4 Each
86 40 Chevron Sign Board 500x600mm (Double board at a site) Item86
87 40.1 Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) Sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 750 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Item87 35 Each
88 41 Road Furniture Item88
89 41.1 Providing and fixing 5th Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. Item89 3 Each
90 41.2 Providing and fixing Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. Item90 12 Each
91 41.3 Providing and fixing 200m stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703. Item91 60 Each
92 41.4 Providing and fixing of boundary pillars of standard design as per drawing and Technical Specification Clause 1704 Item92 150 Each
93 42 Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. Item93 425 Each
94 43 Delinators (Roadway Indicators) Item94
95 43.1 Providing and fixing of Standard Metal Delinator as per IRC 79:2019 consisting of retro reflective area in white using full cube corner micro prismatic non-metallic retro reflective sheeting on each side confirming with IRC 67:2012 and meeting the coefficient of retro reflection value a per ASTM D 4956 Type XI table specification. The Delinator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white color shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300 mm below the ground while being installed. The delinator shall have grooves across the length to make the reflective sheets vandal-proof. The Delinator is meant for application on gaps in median, Traffic islands, Dangerous bends, Roundabouts, narrow bridges etc. or as desired by sit engineer Item95 150 Each
96 44 Rumble Strips Item96
97 44.1 Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications Item97 2856 Mtr.
98 45 Routine Maintenance after completion of construction work as perperiodicity to Routine Maintenance mentione in the Contract Data. Item98
99 45.1 For 1st Year Item99 15.16 KM
100 45.2 For 2nd Year Item100 15.16 KM
101 45.3 For 3rd Year Item101 15.16 KM
102 45.4 For 4th Year Item102 15.16 KM
103 45.5 For 5th Year Item103 15.16 KM
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