Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 6,70,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SRRDA_131470_1Bid Award Id
ViewTender No
GJ 3003 P3BR01 Bridge on Salawada Udegada Road 2ndTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
... More
Clearing and Grubbing Road Land (By Mechanical Means)
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 earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of any including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification
0.24
6047
25121.49
... More
Marking out the centre line of the bridge & various other component structure & complete lining out and levelling with the theodolites, levels including constructing necessary masonry reference pillars for lines and levels and establishing necessary bench marks etc. complete as directed including the cost of all materials & labour charges etc.
complete.
1
30300
30300
... More
Diversion of water course, providing Earthen bund with approved material obtained from borrow pits with a lift upto any 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
371.25
55216
148.73
... More
Providing flood gauge marks on substructure as per design including painting complete.
16.18
1674
103.5
... 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
1060.26
1410855
1330.68
... 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
1061
123835
116.72
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Sandy Material
2644.05
1763428
666.94
... More
Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil
Depth upto 0 to 3m. below GL
2322.22
426988
183.87
... More
Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(B) Depth from 3.0 to 6.0 M.and lead upto any for 10 Cum
1144.39
249879
218.35
... More
Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary rock (not requiring blasting)
510.85
117416
229.85
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications II P.C.C grade M 15 ( 1: 2.5: 5)
200.24
671954
3355.73
... More
Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specifications II R.C.C grade M 25
774.97
3431107
4427.42
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) bar reinforcement in foundation complete as per drawings and technical specifications
68.34
4084773
59767.92
... More
Filling annular space around footing in rock as per technical specification
P.C.C grade M 15 ( 1: 2.5: 5)
203.25
681554
3353.25
... More
Reinforced cement concrete in substructure complete as per drawings and technical specification
R.C.C. grade M 25
508.5
2441213
4800.81
... More
Reinforced cement concrete in substructure complete as per drawings and technical specification R.C.C. grade M 25
352.77
1753816
4971.49
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
99.9
5980562
59865.16
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
R.C.C M 25
294.22
1389885
4724.03
... More
Providing and laying TAR paper below solid slab
50.4
2799
55.55
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications R.C.C M 40
33.79
207839
6150.55
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) in superstructure complete as per drawing and technical specifications
25.97
1573249
60579.86
... 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 Clauses 1207.2.3
42
92553
2203.66
... More
Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications
23.63
232601
9845.57
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications
38.4
345239
8990.62
... More
P.C.C. M 15 ordinary grade (1:2:4) levelling course below approach slab complete as per drawing and technical specifications
10.13
32669
3226.66
... More
Drainage spouts complete as per drawing and technical specifications
16
21142
1321.43
... 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.
2
40804
20402
... More
Providing and fixing marble slab including engraving letters / numbers, painting complete. (ii) Size 60cm x 60cm x 4cm
2
1796
898.24
... More
Painting on Concrete/Steel Surfaces with Epoxy
Painting 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
1408.99
105734
75.04
... 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.
403.2
180990
448.88
... 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.
59.4
15244
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.
52.2
19486
373.3
... 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
1293.26
198541
153.52
... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
56
5692
101.66
... More
Providing and laying rubble pitching of 22.50 cm. thick with filling the sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel wall as per the detailed drawing with necessary excavation and providing water chuts of C.C. 1:3:6 at 24.00 mt. C/C providing pointing on rubble pitching in CM 1 : 3 etc. complete.
278.36
127359
457.53
... More
Reinforced cement concrete in substructure complete as per drawings and technical specification ans 1204(A) Height from 0.0 to 5.0 M.(3) RCC return (upto 10 ton) M20
205.33
900889
4387.55
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto any distance, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
105.67
9108
86.19
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with any lift and lead upto 1000 m as per Technical Specification
243.48
1394
5.73
... 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 .
73.05
908
12.43
... More
Construction of embankment 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 any as per Technical Specification
48.7
7242
148.73
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Construction of granular sub-base (GR-II) by providing well graded material, mixing in a mechanical mix plalce Method, 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 Clause 401
48.7
21426
439.99
... 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 Tables 400.11 & 400.12 and Technical Specification
109.57
98637
900.24
... More
Providing and applying primer coat with bitumen emulsion (SS-1) 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
486.97
48817
100.25
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification
486.97
8409
17.27
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration garded bitumin 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 80-100kn Static road roller capacity. finished to required level and grades to be followed by seal coat of either Type B Technical Specification By Mechanical Means (Type B VG 30)
486.97
66395
136.35
... More
Providing and Laying Seal coat sealing the voids in bituminous surafce laid to the specified level, Grade and cross fall using Type B as per Technical Specification.
486.97
27106
55.66
... 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
27.96
94765
3389.91
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS 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
1
10009
10009.94
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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.
1
2283
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.
30.27
9049
298.96
... 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 BS:873 (Part 4) 1973.
14
6700
478.58
... 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
129.86
772977
5952.48
... 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.
195
3220970
16517.8
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table1300.1,no fragment weighing less than 25kg laid dry complete as per drawing and technical specifications
615
325873
529.88
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