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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAccepted-AOC R 25 RESHIMBAGH UMRED ROAD NAGPUR | NAGPUR | NAGPUR | MAHARASHTRA | 440003 | ₹6.6 Cr | L1 | Accepted-AOC Bidder Rate Quoted being lowest |
| 2 | L2₹7.3 Cr+₹66.5 L (10.1%)Rejected-Finance | ₹7.3 Cr+₹66.5 L (10.1%) | L2 | Rejected-Finance Bidder Rate Quoted being highest |
| 3 | Rejected-Technical 202 2ND FLOOR AGGARWAL SHOPPING CENTRE PLOT NO 1 LSC CD BLOCK PITAMPURA NEW DELHI 110034 | NORTH WEST | DELHI | 110034 | - | - | Rejected-Technical Hot mix plant certificate not uploaded hence disqualified |
Tender Value
Refer Docs
EMD Value
₹3.3 L
Closing Date
29 Nov 2021, 5:00 pmClosed
Superintending Engineer PMGSY Nagpur Region Nagpur
Office of the Superintending Engineer PMGSY Nagpur Region Nagpur PWD Campus Bandhkam Sankul Civil Line Nagpur-01
Construction of Submersible Bridge In K.M 0.050 and 0.270 On N.H. 7 To Kinhi Road In Hingna Taluka
2021_MRRDA_735791_1
T.No.07/SE-NAG/ADB/BR/2021-22
Open Tender
Civil Works - Bridges
Item Rate
547 days
Hingna
Prequalification as per mentioned in SBD Section -2
2 documents required · 2 mandatory
₹16,800
₹3.3 L
13 Apr 2022
8 Nov 2021
1 Dec 2021
8 Nov 2021
29 Nov 2021
8 Nov 2021
8 Nov 2021 - 15 Nov 2021
Amount
Bill No. 1 Site Clearance, Dismantling and Earth Works
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201
A) Arch bridge -0/050
B) Slab bridge -0/270
scarflying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead and lift as per technical specification clause 301.4
A) Arch bridge -0/050
B) Slab bridge -0/270
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.
A) Arch bridge -0/050
B) Slab bridge -0/270
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. above 3 m depth abutment
A) Arch bridge -0/050
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201
A) Arch bridge -0/050
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.
A) Arch bridge -0/050
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
A) Arch bridge -0/050
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
A) Arch bridge -0/050
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required
A) Arch bridge -0/050
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift and lead as per Technical Specification Clause 302.
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Construction of embankment with approved materials deposited at site from raodway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
construction of subgrade and earthen shoulder with approved material obtained from borrow pit with all lift and lead ,traporting to site ,sreading ,grading to required slop and compacting with vibratory roller to meet requirement of table 300.2 with all lead as per technical specification clause 303.1
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
Construction of granular sub-base by providing Grading-I 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Providing and laying bituminous macadam 50mm Thick with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desire compaction as per Technical Specification 504 (with 3.30% of bitumen by weight of mix)
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on granular surface treated with primer @ 2.50 Kg /10 sqm (VG-30) bulk bitumen (rates are considered to arrive at rates)
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. (excluding seal coat)
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510
A) Arch bridge (approach) -0/050
B) Slab bridge(approach) -0/270
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
Providing & Placing concrete for plain / reinforced concrete in open foundations (P.C.C.M -10) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A) Arch bridge -0/050
Providing & Placing concrete for plain/reinforced concrete in foundations M-15 complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A) Arch bridge -0/050
Providing concrete for plain/reinforced concrete in open foundations(P.C.C.M-25) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A) Arch bridge -0/050
Plain/reinforced cement concrete in substructure P.C.C.-M-25 complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A) Arch bridge -0/050
Filling annular space with PCC M 15 grade concrete around footing in rock as per technical specification Clause 1203.4.3.
A) Arch bridge -0/050
Providing factory made hydraulically pressed mechanically vibrated and compacted Precast M-50 Ready Mix controlled cement concrete of trap /granite/quartzite/gneiss metal BLOCKs of 1000mm length and 300mm to 400mm thick having various cross section areas for assembly of Arch Strip, including lifting hooks, including machined surfaced laser cut, trapezoidal steel moulds. As specified and as per IS 456:2000 including cost of all materials, preparation of casting bed, manufacturing, curing, removing from steel moulds by using crane or required machinery and stacking of blocks for preparation of arch strip of various lengths, with fully automatic micro processor based PLC with SCADA enabaled concrete Batch Mix Plant ( PAN Mixer ) With Natural / artificial sand. etc. complete. as directed by the Engineer in charge.
A) Arch bridge -0/050
Providing and laying Screed concrete over the area of concrete blocks HYFLEX steel wire rope – 6 X 36, steel core fixed with aluminum ferrules of required size and shape in individual block, for connecting blocks in unit arch strip. Including crimping of each ferule with wire rope using embedded steel bar of 8mm diameter and 150mm in length. Including 10mm dia steel roads for fixing wire ropes, including M-50 grade Ready Mix cement concrete of 60mm thickness, mechanically vibrated and compacted above linearly and parallelly arranged precast blocks placed on ISMC 100 base to form a layer of SCREED over unit arch strip. Including Including Z-plate acting as form work and steel separation plate of 10mm thickness over individual joint. As specified and as per IS 456:2000 including cost of all materials, preparation of level bed, curing, , including lead of all materials up to RMC plant / casting yard, etc. complete. as directed by the Engineer in charge. (M-50)
A) Arch bridge -0/050
Providing factory made hydraulically pressed mechanically vibrated and compacted Precast M-50 Ready Mix controlled cement concrete of trap /granite/quartzite/gneiss metal for SOCKET of 1000mm length having various cross section as per approved drawings, including lifting hooks, including machined surfaced laser cut, trapezoidal steel moulds. As specified and as per IS 456:2000 including cost of all materials, preparation of casting bed, manufacturing, curing, removing from steel moulds by using crane or required machinery and stacking of blocks for preparation of arch strip of various lengths,with fully automatic micro processor based PLC with SCADA enabaled concrete Batch Mix Plant ( PAN Mixer ) With Natural / artificial sand. etc. complete. as directed by the Engineer in charge.
A) Arch bridge -0/050
Providing Lifting, transportation and placing activities of precast arch units and sockets from casting yard / RMC plant to construction site including all necessary lifting arrangements in hydraulic telescopic cranes of appropriate lifting capacity, transportation on flat bed trailer of required length, including lifting slings with D-shackle, pulling ratchets, including ISMC 300 steel supporting cross beam, two numbers of P type 10 ton capacity chain pully , including temporary supports for lifting and transporting on trailers, including construction of leveling platform crane and trailer, including scaffolding and platform at pier / abutment top level, including necessary all manpower., etc. complete., as directed by Engineer In Charge.
A) Arch bridge -0/050
Providing and laying in situ / ready mix M10 cement concrete of trap /granite /quartzite /gneiss metal for haunch filling including compacting, curing, mixing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Natural / VSI standard Artificial Sand) Spec.: BR45 Page No. 139 ( For haunch Fill )
A) Arch bridge -0/050
Providing trap/ granite/ quartzite/ gneiss rubble filling over haunches and arches including hand packing etc. complete. BR.46 Page No. 140
A) Arch bridge -0/050
Providing trap/ granite/ quartzite/ gneiss rubble filling over haunches and arches including hand packing etc. complete. BR.46 Page No. 140 ( utilised quantity from available rock excavated from foundation)
A) Arch bridge -0/050
Plain/reinforced cement concrete in substructure in grade M-20 spendrel wall,Camber , Kerb complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A) Arch bridge -0/050
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A) Arch bridge -0/050
B) Slab bridge -0/270
Supplying, fitting and placing TMT bar reinforcement (Fe 415) SAIL/ TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
A) Arch bridge -0/050
B) Slab bridge -0/270
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 ( Arch bridge and conventional bridge)
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation ISMB 100 (100x50) at 2.5 m interval and three rows of 50mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI and GOM in all respect, including inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS458/1988
A) Arch bridge -0/050
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thickincluding hand packing and compacting etc. complete.
A) Arch bridge -0/050
Plain/reinforced cement concrete in substructure M-25complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A) Arch bridge -0/050
Supplying, fitting and placing TMT bar reinforcement (Fe 415) SAIL/ TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
A) Arch bridge -0/050
Plain/reinforced cement concrete in substructure(R.C.C. M-30) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A) Arch bridge -0/050
Expansion joint with 25mm thick bitumenous pad / Compressible Rubber Pad (Rate as per PWD CSR for 2018-19) BR 43 B Item no.14.33 pg no.123
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm 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 specification Clause 1204.3.8
A) Arch bridge -0/050
B) Slab bridge -0/270
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
A) Arch bridge -0/050
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border.
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. (D) 1000mm Ø ISNP-2 Pipe) FOR DIVERSION
A) Arch bridge (approach)-0/050
B) Slab bridge (approach)-0/270
Minor Bridges
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 as per Technical Specification Clause 202. (I) Manual Means (B) Cement Concrete
B) Slab bridge -0/270
manual means (C) reinforced cement concrete for waering coat
Removing all types of Hume pipes and stacking within all lead of including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (600mm To 900mm Ø Pipe)
B) Slab bridge -0/270
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. A1) For raft with cut-off ,
B) Slab bridge -0/270
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A2) For aproan with curtain wall
B) Slab bridge -0/270
Providing & Placing concrete for plain/reinforced concrete in foundations M-10 complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
B) Slab bridge -0/270
Providing & Placing concrete for plain/reinforced concrete in foundations M-15 complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B) Slab bridge -0/270
Plain/reinforced cement concrete in substructure M-25complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
B) Slab bridge -0/270
Providing & Placing of apron with cement concrete blocks of size as per table 1300.1 cast -in - situ and made with nominal mix of m-15 grade cement concrete as per drawing and technica lspecification
B) Slab bridge -0/270
sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
B) Slab bridge -0/270
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (II-i) P.C.C grade M 20
B) Slab bridge -0/270
Providing and laying in situ/ ready mix controlled M-25 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (panmixer). with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc )
B) Slab bridge -0/270
Providing and laying in situ/ ready mix concrete controlled reinforcedcement concrete of trap metal for raft slab of M-25, including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) for r.c.c raft
B) Slab bridge -0/270
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202
B) Slab bridge -0/270
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8
B) Slab bridge -0/270
providing pressure relief pipe 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500mm as per drawing and technical specification clause 1205.5.7
B) Slab bridge -0/270
Providing and laying in situ/ ready mix controlled M-25 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (panmixer). with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc )
B) Slab bridge -0/270
Providing and laying in situ M-25 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns with reversible Drum Type mixer.With natural sand etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement).
B) Slab bridge -0/270
Providing tar paper bearing of approved quality in proper size etc. complete.
B) Slab bridge -0/270
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing and laying pitching of cement concrete blocks of size as per table 13002, cast in cement concrete of grade M-15
A) Arch bridge -0/050
B) Slab bridge -0/270
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
Reinforced cement concrete M-15 grade Boundary Pillar/ 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.
A) Arch bridge -0/050
B) Slab bridge -0/270
Painting lines, dashes, arrows etc. on roads in two coats on new 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
A) Arch bridge -0/050
B) Slab bridge -0/270
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete.
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. PMGSY Logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
A) Arch bridge -0/050
B) Slab bridge -0/270
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
A) Arch bridge -0/050
ii) 600 mm Equilateral Triangle
v) 800 mm x 600 mm rectangular
B) Slab bridge -0/270
ii) 600 mm Equilateral Triangle
v) 800 mm x 600 mm rectangular
PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/ Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. (Item No. 10.16 (A) / P.No. 42)
A) Arch bridge -0/050
B) Slab bridge -0/270
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
A) Arch bridge -0/050
B) Slab bridge -0/270
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing 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)"
A) Arch bridge -0/050
B) Slab bridge -0/270
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (PWD SSR Items No. 6.15/ P59)
A) Arch bridge -0/050
B) Slab bridge -0/270
Sign Board of PMGSY Project Information : Providing and fixing of typical retro reflective PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
A) Arch bridge -0/050
B) Slab bridge -0/270
T AND T INFRA LIMITED
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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