Public Works Department-PWD has published Tender For Reconstruction Of 75 M Single Span Steel Truss Bridge Over Ubdc Canal At Gsp Pandori Mahanta Road Rd 5.20 Km Pmgsy Scheme. Submission Date for this Tender is 22-09-2023. Bridge Work Tenders in gurdaspur Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 20-Sep-2023 | Regarding Tender Fees | Other | 22-09-2023 |
| Sl. No. | Item Description |
| 1 | Earthwork 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 suitablematerial. |
| 2 | Reinforced Cement Concrete M-35 in Piles including Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) ( 2 Nos ) excluding steel reinforcement complete as per Drawing and Technical Specification.MORT&H Clause1100 & 1700 |
| 3 | Providing concrete for plain/reinforced concrete M15 levelling course below pile cap complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 4 | Reinforced Concrete M 30in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications section 1200,1500 & 1700. |
| 5 | Reinforced Cement Concrete M-35 in sub structure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification. .MORT&H Clause 1500, 1700 & 2200 |
| 6 | Providing and laying of Filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm complete as per drawing and Technical Specification. Clause 1200. |
| 7 | 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 structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 8 | Supplying fitting and fixing in position true to line and level POT/PTFE conforming to IRC: 83 (Part-II), section IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications |
| 9 | Structural Steel for Steel Bridge in super structure complete in all respects as per design conform to IS-2662 (fy 250Mpa) |
| 10 | Providing and laying reinforced cement concrete M 35 in superstructure in deck slab including centering shutering but excluding steel complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 11 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 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.MORT&H Clause 2607 |
| 12 | Drainage Spouts complete as per drawing and Technical specification clause 1209 |
| 13 | P.C.C. M 15 levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 |
| 14 | Reinforced Cement Concrete M 30 grade approach slab excluding reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 15 | Furnishing and Placing Reinforced cement concreteM 40in Anti crash Railing including centering shutering but excluding steelcomplete as per drawing and Technical Specification(Sr no 14.1 D of MORT&H data book) |
| 16 | 65 mm thick wearing coat consisting of 40mm th. Bituminous concrete over 25mm thick Mastic asphalt as per MORT&H Specifications. |
| 17 | 25mm thick mastic asphalt |
| 18 | Tack coat two layers |
| 19 | 40mm thick bituminious concrete |
| 20 | 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. clause ( Sr no 14.16 of MOST data book ) Clause 1700 |
| 21 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500/500 D) in foundation, substructrue and superstructure complete as per Drawing and Technical Specifications. (Sr no 12.40 , 13.6 & 14.2) |
| 22 | In Foundation |
| 23 | In Sub Structure |
| 24 | In Super Structure |
| 25 | Extra rate for Steel Fe-500/500 D ( IntegratedPlant Marked). |
| 26 | Marking 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 2004 (upto date revision) |
| 27 | Providing and fixing Pavement marker (Cat eyes) made out if ABS of size 128mmx110x29.5mm with nail having having 50 mm stem of ABS. The Pavement Marker shall be installed with automatic machine and epoxy "A&B" complete in all respects. |
| 28 | Providing and fixing of Standard Metal Delineatoras per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour 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 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. (Csr 2020 item 24.66) |
| 29 | Pile Integrity test (3 Test on each pile) |
| 30 | Acceptance Load Test on bridge as per IRC: SP-51-2015 /Provision of Span load test |
| 31 | Approaches & Diversion Works |
| 32 | 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 with lead upto 5 kms as per Technical Specification clause 301.5 |
| 33 | Providing and laying brick on end edging in full brick width and half brick deep including excavation, refilling and disposal of surplus earth, complete in all respects as per PWD specifications. [CSR item no 24.16] |
| 34 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 |
| 35 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. |
| 36 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. |
| 37 | Providing and applying primer coat with bitumen emulsion (SS-1) Packed 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 |
| 38 | 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 ( for BM) |
| 39 | Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using penetration grade bitumen (VG-30) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, transported to site, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of Type ‘B as per Technical specification clause 508. |
| 40 | Providing and laying seal coat using bitumen VG-10 for sealing the voids in bituminous surface laid to the specified level, grade and cross fall using Type ‘B’ as per technical specification clause 510. |
| 41 | Provision for road signage boards as per NRIDA Guidelines (First Revision-2019) and IRC:67 & other road furniture |
| 42 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 43 | 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 perdrawings and Technical Specification Clause 801 |
| 44 | Direction and Place Identification signs with size 900x600mm |
| 45 | Providing and erecting direction and place identification retro-reflectorised(Class A/Class B) Sign asper 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 mmthickwith areaexceeding 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 |
| 46 | Direction and Place Identification signs with size 1200x900mm |
| 47 | Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) sign asper 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 thickwith areaexceeding 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 |
| 48 | Providing and fixing of typical PMGSY informatory sign board with Logo |
| 49 | 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 ribbtedto 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 |
| 50 | Providing and fixing of Standard PMGSY Logo Sign Board Double Sided |
| 51 | 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 |
| 52 | Providing and Fixing Citizen Informatory Board of PMGSY Project |
| 53 | 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 |
| 54 | 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. |
| 55 | Providing and layng centre line 10 /15 cm wide with thermoplastic paint |
| 56 | Dismantling of existing structures |
| 57 | 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 metres clause 202 (Brick Work) |
| 58 | Credit of material of Dismantling |
| 59 | Bricks 10% of brick work |
| 60 | Brick bats 30% of brick work |
| 61 | Routine Maintenance after completion of construction worksb as per periodicity to Routine Maintenance mentioned in the contract data. |
| 62 | AMC for 1st Year (Fixed Rate =52575.00, bidder(s)/vendor(s) need not to quote for this) |
| 63 | AMC for 2ndYear(Fixed Rate =62929.00, bidder(s)/vendor(s) need not to quote for this) |
| 64 | AMC for 3rd Year(Fixed Rate =87750.00, bidder(s)/vendor(s) need not to quote for this) |
| 65 | AMC for 4th Year(Fixed Rate =102928.00, bidder(s)/vendor(s) need not to quote for this) |
| 66 | AMC for 5th Year(Fixed Rate =118104.00, bidder(s)/vendor(s) need not to quote for this) |
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