Pradhan Mantri Gram Sadak Yojana Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 2,78,51,156
Costs
EMD
₹ 1,50,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
1.construction Of Minor Bridge On Sh223 Yenora Patodamav To Nh548 C At Ch 2/955 2.construction Of Minor Bridge On Sh223 Yenora Patodamav To Nh548 C At Ch 3/250
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEMAH_136260_13Bid Award Id
ViewTender No
EE_PMGSY_Jalna_BridgeTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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.
25.2
11888
471.78
Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out,. Construction of shoring &bracing , removal of stumps and other deletrious material and dispossal upto a lead of 50 meters , dressing of side
1218.96
655375
537.65
Dewatering including diversion of stream providing cofferdam , bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till competion of bridge etc. complet as directed by Engineer in charge.
Rafft And Cutoff Wall
313.78
56727
180.79
Appron With Curtain Wall
159.81
35994
225.23
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
135.34
309472
2286.65
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
95.89
162768
1697.5
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Leveling course P.C.C grade M 15
74.49
445997
5987.26
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
R.C.C grade M 30 Raft
75.19
489165
6505.88
R.C.C grade M 30 Cutoff Wall
81.7
594338
7274.53
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2 Foundation
12.93
811064
62741.36
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
15
12384
825.6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 30
92.87
675293
7271.45
Providing and laying in citu M- 30 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 curring complete. (Excluding reinforcement)
Box Returns 2B+ A Unit
64.54
577554
8949.07
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2
13.38
843209
63022.02
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 Clauses 614, 709, 1204.3.7 It No 12.9 PVC pipe 100 mm dia
90
27304
303.39
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 It No 12.1Granular material
565.03
854147
1511.69
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD specification 1300 It No. 14.5
150
255774
1705.16
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 30 Slab
64.66
588489
9101.04
Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3
11.28
145792
12928.79
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2
5.5
356969
64924.9
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 specifications
278.67
497337
1784.67
Providing and laying in citu M- 20 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 curring complete. (Excluding reinforcement)
2.58
20458
7932
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
18943
1578.7
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 It No 13.7
48.95
82201
1679.31
Reinforced cement concrete M15 grade boundary pillars/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
18
10874
604.19
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.
96.59
161996
1677.23
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.(B) Mechanical Means
125.99
8214
65.2
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 Utilization of Drain Qty.
125.99
7124
56.55
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 1000 m as per Technical Specification Clause 301.5
1128.91
688816
610.16
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 Clause 401. By Manual Means
80.85
168722
2086.87
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.By Manual Means
114.98
253610
2205.79
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.
171.67
103109
600.61
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 Clause 503.
766.5
9243
12.06
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
766.5
242888
316.88
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. Case - II By Mechanical Means
766.5
207705
270.98
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 By Manual Means Case - II : Type B
766.5
133715
174.45
Reinforced cement concrete M15 grade boundary pillars/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
56
33834
604.19
Providing and fixing of typical MMGSY 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 Clause 1701 and Annexure 1700.1
2
29814
14907.33
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
900 mm equilateral triangle
2
18043
9021.96
900 mm x 600 mm rectangular
2
8761
4380.9
600 mm x 450 mm rectangular
2
11263
5631.76
Road Delineators:Supplying and installation of delineators (Roadway Indicators,Hazard markers,Object markers) 80to100 cm high above ground level,painted black and white in 15 cm wide strips,fitted with 80x100 mm rectangular or 75 mm dia. Circular reflectorised panels at the top,buried or pressed in to the ground and confirming to I.R.C.79 and the drawings 1) PWD SSR 2021-22 Item No.6.15
4
3207
801.94
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 1000 m as per Technical Specification Clause 301.5
315
192199
610.16
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. Murum Blankating
121.8
73154
600.61
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in 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.
15
107098
7139.94
Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out,. Construction of shoring &bracing , removal of stumps and other deletrious material and dispossal upto a lead of 50 meters , dressing of side Ordinary soil
130.5
70162
537.65
Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out,. Construction of shoring &bracing , removal of stumps and other deletrious material and dispossal upto a lead of 50 meters , dressing of side Basic Rate Up to 3.00 m.
39.15
26311
672.07
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Leveling course P.C.C grade M 15
9.79
58599
5987.26
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 15
176.17
1129163
6409.33
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2
1.78
111435
62741.36
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 Clauses 614, 709, 1204.3.7 It No 12.9 PVC pipe 100 mm dia
188
57036
303.39
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 It No 12.1
67.5
102038
1511.69
Reinforced cement concrete M15 grade boundary pillars/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
20
12083
604.19
Construction of Minor Bridge on SH223 Yenora Patodamav to NH548 C at ch 3/250, Block-Partur, District-Jalna
-
-
-
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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
0.18
5353
29742.39
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.
221.64
167994
757.97
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.
42
19814
471.78
Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out,. Construction of shoring &bracing , removal of stumps and other deletrious material and dispossal upto a lead of 50 meters , dressing of side
1960.85
1054253
537.65
Dewatering including diversion of stream providing cofferdam , bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till competion of bridge etc. complet as directed by Engineer in charge.
Rafft And Cutoff Wall
475.29
85926
180.79
Appron With Curtain Wall
230.2
51847
225.23
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
198.73
459491
2312.14
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
138.12
222817
1613.22
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Leveling course P.C.C grade M 15
205.68
1236023
6009.45
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
R.C.C grade M 30 Raft
114.57
747417
6523.57
R.C.C grade M 30 Cutoff Wall
123.07
898158
7297.84
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2 Foundation
19.58
1220219
62305.84
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
25
20640
825.6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 30
134.63
1037278
7704.95
Providing and laying in citu M- 30 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 curring complete. (Excluding reinforcement)
Box Returns 2B+ A Unit
77
690460
8966.76
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2
17.99
1133637
63020.8
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 Clauses 614, 709, 1204.3.7 It No 12.9 PVC pipe 100 mm dia
90
27304
303.39
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 It No 12.1Granular material
529.13
1592873
3010.35
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD specification 1300 It No. 14.5
34.5
59360
1720.6
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 30 Slab
98.53
898960
9123.56
Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3
17.19
222576
12951.22
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2
8.65
561635
64923.68
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 specifications
317.05
565824
1784.67
Providing and laying in citu M- 20 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 curring complete. (Excluding reinforcement)
5.01
42391
8462.56
Drainage spouts complete as per drawing and technical specifications Clause 1209
20
31574
1578.7
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 It No 13.7
96.95
162808
1679.31
Reinforced cement concrete M15 grade boundary pillars/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
28
16917
604.19
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.
90.45
153101
1692.67
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.(B) Mechanical Means
90
5868
65.2
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 Utilization of Drain Qty.
90
5089
56.55
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 1000 m as per Technical Specification Clause 301.5
667.19
414481
621.23
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 Clause 401. By Manual Means
101.06
212545
2103.11
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.By Manual Means
82.13
182722
2224.92
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.
60.9
37250
611.67
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 Clause 503.
547.5
5266
9.62
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
547.5
174038
317.88
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. Case - II By Mechanical Means
547.5
147216
268.89
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 By Manual Means Case - II : Type B
547.5
95571
174.56
Reinforced cement concrete M15 grade boundary pillars/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
10
6041
604.19
Providing and fixing of typical MMGSY 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 Clause 1701 and Annexure 1700.1
2
29814
14907.33
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 1701.2.2 900 mm equilateral triangle
2
18043
9021.96
900 mm x 600 mm rectangular
2
8761
4380.9
600 mm x 450 mm rectangular
2
11263
5631.76
Road Delineators:Supplying and installation of delineators (Roadway Indicators,Hazard markers,Object markers) 80to100 cm high above ground level,painted black and white in 15 cm wide strips,fitted with 80x100 mm rectangular or 75 mm dia. Circular reflectorised panels at the top,buried or pressed in to the ground and confirming to I.R.C.79 and the drawings 1) PWD SSR 2021-22 Item No.6.15
4
3207
801.94
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 1000 m as per Technical Specification Clause 301.5
180
111820
621.23
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. Murum Blankating
139.2
85144
611.67
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.
33
73422
2224.92
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in 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.
22
157078
7139.94
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements