Punjab Mandi Board-PMB has published Up-Gradation And Maintenance Of Construction Of 58.80 Mtr Single Span Steel Bridge On Link Road Sh-11 To Odr-26 Via Sarinh, Ghawaddi, Bhutta, Lapran, Katahri, Rara Sahib. Rd 28805 Mtr Package No. Pb-10-132 Under Pmgsy- Iii (Batch - I) (Year 2023-24). Submission Date for this Tender is 15-01-2024. Road Work Tenders in Ludhiana Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 12-Jan-2024 | Corrigendum1 | Date | 15-01-2024 |
| Sl. No. | Item Description |
| 1 | Cutting oftrunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm. MoRTH Spec 201. Sr. No. 2.1 |
| 2 | Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Mechanical Means. MoRTH Spec 201. Sr. No. 2.3 (ii) |
| 3 | Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means and disposal of scarified material with in all lifts and lead upto 1000 metres. MoRTH Spec 305.4.3 Sr. No. 3.15 |
| 4 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. MoRTH Spec 202 Sr. No. 2.5 (ii A) |
| 5 | Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Ref. to MoRTH Spec 301. Sr. No. 3.3 |
| 6 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Ref. to MoRTH Spec 305. Sr. No. 3.17 |
| 7 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. MoRTH Spec 305. Sr. No. 3.16 |
| 8 | Granular Sub-Base with Close Graded Material (Table:-400-1) Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401 MoRTH Spec 401. Sr. No. 4.1 b |
| 9 | 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 layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MoRTH Spec 406. Sr. No. 4.12 |
| 10 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. MoRTH Spec 502. Sr. No. 5.1 |
| 11 | Tack Coat - Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MoRTH Spec 503. Sr. No. 5.2 |
| 12 | Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5 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. 507 complete in all respects. MoRTH Spec 507. Sr. No. 5.6 |
| 13 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cutback or emulsion to required line, gradend level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. MoRTH Spec 511. Sr. No. 5.10 |
| 14 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type B seal coats. Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. MoRTH Spec 513. Sr. No. 5.12 |
| 15 | 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 andother deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Mechanical Means (Depth upto 3 m) MoRTH Spec 304. Sr. No. 3.13 (i) |
| 16 | Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. MoRTH Spec 1100. & 1700 Sr. No. 12.39 |
| 17 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm. RCC Grade M35 using batching plant transit mixer & Concrete pump MoRTH Spec 1100,1600 & 1700 Sr. No. 12.24 |
| 18 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Using Batching Plant, Transit Mixer and Concrete Pump. MoRTH Spec 1100, 1500 &1700 Sr. No. 12.38 D (ii) |
| 19 | Furnishing and Placing Reinforced/ Prestressed cement concrete M-40in super-structure as per drawing and Technical Specification.Using Batching Plant, Transit Mixer and Concrete Pump.For solid/voided slab super-structure Ht. upto 5m.(For Super- Structure) MoRTH Spec1500 &1600 1700 Sr. No. 14.1 E |
| 20 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD 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-with concrete mixture. CSR (22.12 A) |
| 21 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. Sandy material MoRTH Spec 710.1.4. of IRC:78 & 2200 Sr. No. 13.9 b |
| 22 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MoRTH Spec 710.1.4. of IRC:78 and 2200 Sr. No. 13.10 |
| 23 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) CSR 22.8 B |
| 24 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. MoRTH Spec 800 Sr. No. 14.16 |
| 25 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects. MoRTH Spec 800 Sr. No. 14.16 |
| 26 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. MoRTH Spec 515 Sr. No. 5.14 |
| 27 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. using batching plant & manual placing. MoRTH Spec 2700 Sr. No. 14.10 |
| 28 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Cement concrete M30 Grade by using batching plant MoRTH Spec1500,1600,1700 & 2704 Sr. No. 14.11 |
| 29 | Structural Steel/Composite Superstructure (Girders) of Grade E350 ) Supply and fabrication of mild steel as per IS 2062 including drilling, welding, riveting, grinding supply of bolts, nuts, washes, fixtures etc. at site. Assembling, erection of fabricated steel structure to proper line, level and camber as per approved drawings and technical specifications section 1900 complete including transportation and handling, painting all exposed surfaces of steel work after erection with two coat of epoxy paint including red primer & all labour consumable other material machinary tools and tackles complete as per specification and directed by engineers including furnishing of detailed erection scheme and getting the same approved from competent authority. |
| 30 | Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. MoRTH Spec2000 , 1000 & 2200 Sr. No. 13.12 |
| 31 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (integrated Plant Marked) MoRTH Spec 1600 Sr. No. 12.40 |
| 32 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.(integrated Plant Marked) MoRTH Spec Section 1600 & 2200 Sr. No. 13.6 |
| 33 | Providing and laying metal Decking Sheet of 1.5 mm Thick below Slab having max 44 crest depth. The material is to be manufactired out MS Steel as per IS Codes and Zinc Coating of 90 gsm as per IS Codes, including placing in position complete in all respect as per technical specifications and upto entire satisfaction of Engineer-in-Charge. |
| 34 | Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer"s instructions for installation and clause 2606 of MoRTH specifications for road & bridge works. CSR 22.17 |
| 35 | Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) a) Initial and routine load(Capacity 80 MTx 2.5times Load = 200MT) |
| 36 | Carrying out Ultrasonic testing of all structural steel in thecontractor"s fabrication workshop with contractor"s testing equipment, manpower and all other arrangements complete item as per relevant codes and direction/approval of the Engineer |
| 37 | Providing and fixing of typical PMGSY Title informatory sign board with Logo as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges.The lower plate 4mm will be fixed with MS flat of 50mm x 5mm. Theflat iron frame of plate fixed to 2 nos. 75mm x 75 mm of 4mm sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.The top diamond plate will be fixed to lower plate by 47mm x 47mm of 12 SWG steel tube.All M.S. will be stove enameled on both sides. 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 |
| 38 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signs as per IRC : 67 made of Retro-reflective tape fixed on 3 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background 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 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801 |
| 39 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 40 | Direction and Place Identification signs with size 800x600mm |
| 41 | Providing and fixing of typical PMGSY Logo sign board (Double Side) |
| 42 | Providing and fixing Citizen Informatory PMGSY Logo sign board |
| 43 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminiumomposite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. CSR 24.51 b |
| 44 | Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications CSR 24.57 |
| 45 | Supplying and fixing of single mould twin shank detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgfforce in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788.The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. CSR 24.63 |
| 46 | Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges.The plates welded with MS flat of 50mm x 5mm. Theflat iron frame of plates welded to 2 nos. MS square tubes post 75mm x 4.9 mm duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.All M.S. will be stove enameled on both sides.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 |
| 47 | Performing Load accepting test as per Specifications complete in all respects. Must be conducted by approved/reputed agency as approved by Engineer-in-charge. |
| 48 | Performing PIT test as per Specifications complete in all respects. Must be conducted by approved/reputed agency as approved by Engineer-in-charge. |
| 49 | Routine Maintenance after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 50 | For 1st year |
| 51 | For 2nd year |
| 52 | For 3rd year |
| 53 | For 4th year |
| 54 | For 5th year |
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