Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Jul 2024
Closing DateCancelled
Tender Amount₹ 3,55,66,396
Costs
EMD
₹ 1,88,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135317_1Tender No
MH01144Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification MORD 2014 Clause 401. For Grading I material consolidation of 50 % hand broken & 25% Crush Metal, 25 % Ordinary Rock. Mix design as approved by engineer in-charge
114.03
230906
2024.91
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/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. And As Directed by Engineer Incharge
62.4
133724
2143.02
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 3 as per Technical Specification Clause 405 And As Directed by Engineer Incharge
62.4
148755
2383.9
Providing and applying tackcoat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Tehnical Specification Clause503. And As Directed by Engineer Incharge
818.25
10179
12.44
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
818.25
70042
85.6
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means CRMB .55 And As Directed by Engineer Incharge
824.25
112617
136.63
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 And As Directed by Engineer Incharge
818.25
44185
54
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. in ordinary soil And As Directed by Engineer Incharge
374.99
201612
537.65
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. in ordinary rock And As Directed by Engineer Incharge
302.51
203308
672.07
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. in hard rock with blasting prohibited. And As Directed by Engineer Incharge
138.55
133300
962.11
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 For Abutment. And As Directed by Engineer Incharge
137.36
20143
146.65
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 for Pier. And As Directed by Engineer Incharge
126.05
88913
705.38
Providing concrete for plain/reinforced concrete M15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And As Directed by Engineer Incharge
124.52
695883
5588.53
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. In M15 And As Directed by Engineer Incharge
63.79
362223
5678.38
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M30 And As Directed by Engineer Incharge
97.55
796232
8162.3
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For design mix RCC M 25 And As Directed by Engineer Incharge
253
2019805
7983.42
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 And As Directed by Engineer Incharge
22.5
273512
12156.09
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 And As Directed by Engineer Incharge
17.63
1142112
64782.31
Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 And As Directed by Engineer Incharge
2.43
152797
62879.43
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with PVC. Pipe 100 mm Dia. 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 And As Directed by Engineer Incharge
303
55473
183.08
Providing trap/granite/quartzite/gneiss rubble filling behind the abutment, returns or wings. And As Directed by Engineer Incharge
53
119100
2247.17
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material And As Directed by Engineer Incharge
107
172792
1614.96
Expansion joint with 25 mm thick bitumenous pad And As Directed by Engineer Incharge
38.5
32857
853.45
Providing Tar paper bearing of approved quality in proper size etc. complete And As Directed by Engineer Incharge
35.89
3334
92.92
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. And As Directed by Engineer Incharge
63
92988
1476
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 And As Directed by Engineer Incharge
127.85
19121
149.56
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 And As Directed by Engineer Incharge
100
87
0.87
Providing and fixing in position Pipe Railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 And As Directed by Engineer Incharge
104
174648
1679.31
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M10 And As Directed by Engineer Incharge
20.25
114467
5652.7
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 And As Directed by Engineer Incharge
39.36
219964
5588.53
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
102.79
617063
6003.15
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1303 And As Directed by Engineer Incharge
97.56
162206
1662.63
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 cess, 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) And As Directed by Engineer Incharge
80
392960
4912
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M15 And As Directed by Engineer Incharge
201.58
1444790
7167.33
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 And As Directed by Engineer Incharge
4
15428
3857.19
Providing and fixing a typical PMGSY citizen informatio board as per specifications provided on detailed drawing of NRRDA having frame size 2500x1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x60x75 cm size. Information as provided in drawing of NRRDA shall be displayed on CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and printing arrows, border etc. will be printed with ready mixed synthetic enamel paint of superior quality in required shade and colours as mensioned in detailed drawing. All sections of framed posts and steel tubes shall be painted with primer and two coats of epoxy paint as per drawings. And As Directed by Engineer Incharge
1
28685
28685.01
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 Clause 1701 And As Directed by Engineer Incharge
0.24
32
135.34
White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete And As Directed by Engineer Incharge
2
52
26
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 15cm 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
4
3288
822
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
37.5
17691
471.78
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 m as per Technical Specification Clause 202. And As Directed by Engineer Incharge
262.5
198967
757.97
B) Construction & 5 year Maintenance of Bridge across Hanga River on Taluka Border to Supa to Apdup to Baburdi Road @ Ch. 9/050 Tal.Parner Dist. Ahmednagar, Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m for lead upto 250 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 Clause 301.5 And As Directed by Engineer Incharge
2129.78
1010346
474.39
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 Clause 301.4.1. And As Directed by Engineer Incharge
195.09
5485
28.12
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. And As Directed by Engineer Incharge
115.31
54071
468.92
Construction of Granular sub-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 smooth wheel roller to achieve the desired density, complete as per Technical Specification MORD 2014 Clause 401. For Grading I material consolidation of 50 % hand broken & 25% Crush Metal, 25 % Ordinary Rock. Mix design as approved by engineer in-charge
76.84
142919
1860.03
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/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. And As Directed by Engineer Incharge
41.31
80745
1954.63
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 3 as per Technical Specification Clause 405 And As Directed by Engineer Incharge
41.31
90715
2195.96
Providing and applying tackcoat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Tehnical Specification Clause503. And As Directed by Engineer Incharge
537
6680
12.44
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
537
45967
85.6
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means CRMB .55 And As Directed by Engineer Incharge
543
72180
132.93
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 And As Directed by Engineer Incharge
537
28337
52.77
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. in ordinary soil And As Directed by Engineer Incharge
1551.99
834427
537.65
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. in ordinary rock And As Directed by Engineer Incharge
878.71
590554
672.07
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. in hard rock with blasting prohibited. And As Directed by Engineer Incharge
329.24
316765
962.11
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 For Abutment. And As Directed by Engineer Incharge
267.08
39167
146.65
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 for Pier. And As Directed by Engineer Incharge
595.6
420124
705.38
Providing concrete for plain/reinforced concrete M15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 And As Directed by Engineer Incharge
361.52
1978226
5471.97
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. In M15 And As Directed by Engineer Incharge
175.84
977988
5561.81
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M20 And As Directed by Engineer Incharge
245.44
1970453
8028.25
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For design mix RCC M 25 And As Directed by Engineer Incharge
483.19
3792737
7849.37
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 And As Directed by Engineer Incharge
38.17
458811
12020.21
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 And As Directed by Engineer Incharge
35.2
2279444
64756.94
Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 And As Directed by Engineer Incharge
6.6
414836
62854.06
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with PVC. Pipe 100 mm Dia. 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 And As Directed by Engineer Incharge
454
83118
183.08
Providing trap/granite/quartzite/gneiss rubble filling behind the abutment, returns or wings. And As Directed by Engineer Incharge
109.44
245930
2247.17
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material And As Directed by Engineer Incharge
356.82
520104
1457.61
Expansion joint with 25 mm thick bitumenous pad And As Directed by Engineer Incharge
55.42
47298
853.45
Providing Tar paper bearing of approved quality in proper size etc. complete And As Directed by Engineer Incharge
67.02
6227
92.92
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. And As Directed by Engineer Incharge
75.6
111585
1476
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 And As Directed by Engineer Incharge
161.25
24116
149.56
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 And As Directed by Engineer Incharge
100
87
0.87
Providing and fixing in position Pipe Railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 And As Directed by Engineer Incharge
166
278765
1679.31
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M10 And As Directed by Engineer Incharge
36.21
199688
5514.74
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
232.16
1366628
5886.58
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 And As Directed by Engineer Incharge
88
481533
5471.97
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1303 And As Directed by Engineer Incharge
107.01
160274
1497.75
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 cess, 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) And As Directed by Engineer Incharge
150
736800
4912
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M15 And As Directed by Engineer Incharge
466.43
3280863
7033.99
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 And As Directed by Engineer Incharge
4
15428
3857.19
Providing and fixing a typical PMGSY citizen informatio board as per specifications provided on detailed drawing of NRRDA having frame size 2500x1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60x60x75 cm size. Information as provided in drawing of NRRDA shall be displayed on CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and printing arrows, border etc. will be printed with ready mixed synthetic enamel paint of superior quality in required shade and colours as mensioned in detailed drawing. All sections of framed posts and steel tubes shall be painted with primer and two coats of epoxy paint as per drawings. And As Directed by Engineer Incharge
1
28685
28685.01
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 Clause 1701 And As Directed by Engineer Incharge
0.6
80
135.34
White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete And As Directed by Engineer Incharge
1.2
31
26
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.nd As Directed by Engineer Incharge
37.5
17691
471.78
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 15cm 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 drawingsnd As Directed by Engineer Incharge
4
3288
822
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