Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date14 Mar 2024
Closing Date4 Apr 2024
Tender Amount₹ 4,84,92,515
Costs
EMD
₹ 9,70,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SRRDA_132936_1Tender No
GJ 1709 P3 BR01 UNDVA LILADHAL VANKOD Sec AttTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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.
2
60600
30300
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 any m as per Technical Specification.
697.68
103767
148.73
Providing flood gauge marks on substructure as per design including painting complete.
42.93
4443
103.5
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.
576.93
767702
1330.68
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.
965
112630
116.72
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification.
Sandy Material
2095.41
1397520
666.94
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 lead of any m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary soil
Depth upto 0 to 3m. below GL
2054.87
377829
183.87
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 m for 10 Cum
897.38
195944
218.35
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 lead of any m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Ordinary rock (not requiring blasting)
903.47
207657
229.85
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)
903.47
388359
429.86
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications. II P.C.C grade M 15
300.65
1008886
3355.73
Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specifications.
II R.C.C grade M 25
1106.54
4899097
4427.42
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) bar reinforcement in foundation complete as per drawings and technical specifications.
107.45
6422222
59767.92
Filling annular space around footing in rock as per technical specification.
P.C.C grade M 15
291.31
976844
3353.25
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses.
R.C.C. grade M 25
674.59
3238568
4800.81
Reinforced cement concrete in substructure complete as per drawings and technical specification. R.C.C. grade M 25
620.61
3085336
4971.49
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) in substructrue complete as per drawings and technical specification.
156.65
9377991
59865.16
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications.
R.C.C M 25
588.43
2779771
4724.03
Providing and laying TAR paper below solid slab
154.56
8585
55.55
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications. R.C.C M 40
67.58
415678
6150.55
Supplying, fitting and placing TMT bar reinforcement (Fe 500D) in superstructure complete as per drawing and technical specifications.
53.12
3217793
60579.86
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 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
84
185107
2203.66
Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
47.25
457636
9685.43
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications.
76.8
690479
8990.62
P.C.C. M 15 ordinary grade (1:2:4) levelling course below approach slab complete as per drawing and technical specifications.
20.25
65339
3226.66
Drainage spouts complete as per drawing and technical specifications.
32
42285
1321.43
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
Providing and fixing marble slab including engraving letters / numbers, painting complete. (ii) Size 60cm x 60cm x 4cm
4
3592
898.24
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.
2508.07
188212
75.04
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.
835.2
374908
448.88
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.
118.8
30488
256.64
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.
104.4
38972
373.3
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
2770.54
425333
153.52
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
41.8
4249
101.66
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.
503.2
235311
467.63
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(A) Height from 0.0 to 5.0 M.(3) RCC return (upto 10 ton) M20
50
219377
4387.55
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of any m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
350.06
30173
86.19
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto any m and lead upto any m as per Technical Specification.
553.21
3168
5.73
Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification.
135.02
22404
165.93
Construction of embankment with approved material obtained from borrow pits with a lift upto any 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 m as per Technical Specification.
270.05
40164
148.73
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.
90.02
81447
904.8
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.
202.54
215866
1065.81
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.
900.17
90118
100.11
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.
900.17
12805
14.23
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
900.17
125550
139.48
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.
900.17
48806
54.22
Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide, 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.
49.05
166288
3389.91
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.
2
20019
10009.94
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
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.
79.78
23851
298.96
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.
32
15314
478.58
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.
120
714297
5952.48
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.
318
3768041
11849.19
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