Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 9,75,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SRRDA_128527_1Bid Award Id
ViewTender No
MGSY-Bridge-GJ-2501-P3-BR03Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
1.0SBD_for_PMGSY_BRIDGE_works_5_8
2.0DTPspecialconditionofcontract.
7.0TestingschedulebridgeworkasperMoRDspecification
Section_3_Qualification_Information
BOQ Items
... More
Diversion of water course, providing Earthen bund with approved material obtained from borrow pits with a lift upto 1.5 m, 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
3020.83
645874
213.81
... More
Providing flood gauge marks on substructure as per design including painting complete.
18.97
2011
106.05
... More
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
1243.42
1584728
1274.49
... More
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
2075
364534
175.68
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Sandy Material
5029.1
4512583
897.29
... More
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 suitable material.Ordinary soilDepth upto 0 to 3m. below GL
4071.67
748660
183.87
... More
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 suitable material.Ordinary rock (not requiring blasting)
776.28
178425
229.85
... More
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 suitable material.Hard rock (requiring blasting)
561.18
241579
430.48
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications II P.C.C grade M 15
291.97
990237
3391.63
... More
Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specificationsII R.C.C grade M 25
1281.73
5345444
4170.49
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) bar reinforcement in foundation complete as per drawings and technical specifications
87.76
5262747
59964.76
... More
Filling annular space around footing in rock as per technical specification P.C.C grade M 15
264.14
895221
3389.16
... More
Reinforced cement concrete in substructure complete as per drawings and technical specification R.C.C. grade M 25
937.49
4239553
4522.22
... More
Reinforced cement concrete in substructure complete as per drawings and technical specification R.C.C. grade M 25
173.67
859574
4949.56
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) in substructrue complete as per drawings and technical specification
109.27
6562674
60062
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specificationsR.C.C M 25
367.77
1632965
4440.18
... More
Providing and laying TAR paper below solid slab
96.61
5366
55.55
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specificationsR.C.C M 40
46.99
235420
5009.79
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) in superstructure complete as per drawing and technical specifications
34.24
2081176
60776.71
... More
1.Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3 2.Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.3.Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specificationswelding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications
58.8
105467
1793.66
... More
Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications
47.25
387225
8195.25
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
53.4
469059
8783.88
... More
P.C.C. M 15 ordinary grade (1:2:4) levelling course below approach slab complete as per drawing and technical specifications
20.25
66038
3261.18
... More
Drainage spouts complete as per drawing and technical specifications
20
22824
1141.21
... More
Providing Pylon consist of cast-in-situ concrete of M30 grade exposed finish as per drawing and as directed by engineer incharge. Rate includes providing required shuttering and form work but excluding stone slab & carving.
4
81608
20402
... More
Providing and fixing marble slab including engraving letters / numbers, painting complete. (ii) Size 60cm x 60cm x 4cm
4
3474
868.55
... More
Painting on Concrete/Steel Surfaces with EpoxyPainting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification
2435.65
186984
76.77
... More
Providing and fixing HYSD/TMT dowel bars of minimum 32mm dia for anchoring by drilling holes in foundation stratain cluding necessary bending,hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed.
547.2
226280
413.52
... More
Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for anchorage in fixed end as per detailed drawings including cutting, bending and welding complete.
74.25
19055
256.64
... More
Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for anchorage in free end as per detailed drawing including cutting, bending and welding complete.
65.25
23181
355.27
... More
Providing and laying Extruted Biaxial Polypropylene Geogrid 30 KN and thickness of layer 0.75m up to 3 m height and height between 3 to 6m Extruted Biaxial Polypropylene Geogrid 30 KN and thickness of layer 0.6m as directed by Engineer In charge and as per detailed specification
2353.48
361306
153.52
... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
131.4
13876
105.61
... More
Reinforced cement concrete in substructure complete as per drawings and technical specificationA) Height from 0.0 to 5.0 M.(3)
634.77
2771066
4365.45
... More
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
783.84
67561
86.19
... More
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 all m as per Technical Specification
903.04
7551
8.36
... More
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification
512.15
21756
42.48
... More
Construction of sub-base using lime-flyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, flyash to conform to gradation as per Clause 4.3 of IRC:SP:20, lime+flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28-days curing and 4-days soaking to be 0.75 MPa and 25 per cent respectively, all as specified in IRC:88 including a lead upto 1000 m as per Technical Specification Cluase 409.
512.15
85877
167.68
... More
Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Grading II Material
170.72
151293
886.22
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per T
170.72
258750
1515.67
... More
Providing and applying primer coat with bitumen emulsion (SS-1, IS:8887 Bulk) 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(II) Low porosity
1707.16
171561
100.5
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification
1707.16
26484
15.51
... More
Providing and laying bituminous macadam 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 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification
85.36
597660
7001.8
... More
Providing, 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 Specificati
1707.16
325828
190.86
... More
Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications
14.84
11021
742.81
... More
Reinforced cement concrete M15 grade 200 m stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification
1
439
439.75
... More
Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 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
20.01
67686
3382.28
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three alumijnium 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
2
18423
9211.89
... More
Providing & fixing logo Board of Prandhan Mantri Gram Sadak Hojna as per standard design of National Rural road Development Agency diamond size ( 600 x 600 mm) 1.5 mm thick plate & board size (900 x 250 mm) 1.5 mm thick M.S. [late and 2.40 meter deep length single angle 75 x 75 x6 mm size incl. fitting & painting lettering with luminous colour as per drawing incl .fixing in C.C. 1:3:6 etc. comp.
2
4567
2283.61
... More
Providing 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.
74.44
22284
299.36
... More
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
42
19432
462.67
... More
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
474.36
2823621
5952.49
... More
Constrcution of Temporary Diversion with 7.50m wide formation width & 5.50m wide paved with necessay safety devise as per IRC SP:55 Having specified road Crust 200mm Thick GSB, 200mm Thick WMM, Primer Coat, Tack Coat & 20mm Thick MSS Surafce necessary pavement marking including both side continous on both edge marking /Center Marking with Thermoplastic paint and road stud at every 18m alternative on both edge with necessary poratble barricaeds with retro-reflective paint in alternative yellow and white stiprs, construction zone sign coveringadvance warning zone , approach trastion zone, work zone, and terminal transition zone, necessary regulatry, warning and infomation sign, required red laterns or warning light with all singnals having retro reflective sheet of high intensive garde and providing necessary 900mm dia 12 row double row NP-3 Pipe and maitaning the same through out construction period till completion of project and including final dismataling and disposal of the same.
300
2644426
8814.75
... More
credit Amount of 1853272.937/- (Rupees ) shall be from the running bill in which dismantle item recorde for payment
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