Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Aug 2024
Closing Date19 Aug 2024
Tender Amount₹ 3,59,65,573
Costs
EMD
₹ 1,88,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135940_2Tender No
EE_PMGSY_Chh.SambhajinagarTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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 Rafts , Cut off wall
692.19
213928
309.06
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 Rafts , Cut off wall
882.21
135789
153.92
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
475.03
891892
1877.55
Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C. Grade M15
179.28
1005090
5606.26
Sand Filling - Filling in foundation trenches as per technical specification Clause 305.3.9
247.61
522799
2111.41
Crush sand - Filling in foundation trenches as per technical specification Clause 305.3.9
495.23
661661
1336.06
Providing and laying in situ/ ready mix controlled grade of M-30 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement)
244.56
1664573
6806.4
Providing and laying in situ/ ready mix RCC M-30 concrete controlled reinforcedcement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer)
343.93
2125208
6179.19
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
330.83
2386445
7213.51
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
333.8
2928874
8774.34
Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 R.C.C.Grade M-30 ( Wearing Course )
44.95
546401
12155.76
Supplying, fitting and placing TMT bar reinforcement in foundation complete .
30.08
1886044
62700.94
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in Substructure complete
19.53
1230070
62983.62
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 ( Super Structure )
21.38
1387273
64886.5
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- 100 mm dia PVC Pipe
58
10618
183.08
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
50.57
82055
1622.61
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
150.8
253238
1679.3
Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWD CSR for 2018-19) BR 43B Item no.14.34/ BR 45/ pg no.95
44.3
48590
1096.86
Providing pressure relief pipes 100mm dia in bottom slab of box cell on filter media base of 500mm x 500mm as per drawing and technical specification Clause 1205.5.7
211
174201
825.6
Providing and laying 0.90 meter thick metal mat consiting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, speading metal in layers and had murum including watering and compaction with power roller etc. complete.
71.41
114026
1596.79
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 Clause 1204.3.8
51.03
105180
2061.12
Approches
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness
0.63
18588
29742.38
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 as per Technical Specification Clause 301.5
3182.34
1365733
429.16
Construction of granular sub - base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC, and compaction with smooth wheel roller to achieve the desired density, complete.
569.11
1097414
1928.3
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.
110.38
228205
2067.45
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.
745.11
345470
463.65
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 Clause 502
1200
82464
68.72
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2400
27576
11.49
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.
1200
257388
214.49
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.
1200
166152
138.46
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
1200
65460
54.55
Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicators stones/ boundary stones of 150 mm x 150 mm x 900 mm standard size and shape including fixing in block of standard size of cement concrete 1:4:8, white washing etc. complete. Spec. No. : Rd.70 Page No. 244. DSR I.No.698, P.No.183.
28
16917
604.19
Diversion
-
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m
174
85110
489.14
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m
67.5
52004
770.43
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.
140.25
66167
471.78
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
360
21880
60.78
PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.
2
29814
14907.32
Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803)
1.62
5108
3153.3
Providing and Laying Reinforced Cement Concrete pipe NP2 as per Design 1000 dia.
90
642594
7139.94
Main Bridge Construction of Bridge At Ch -3/150 on - Upgradation of Road From - Yesgaon To ODR-53 Jogeswari Road.km.0/000 To 5/150.Tq Gangapur
-
-
-
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 soil )
199.62
107325
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 back filling in trenches with excavated suitable material in Ordinary Rock ( not requiring blasting ) upto 3 m depth
168.61
113317
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 back filling in trenches with excavated suitable material in Hard Rock ( requiring blasting ) upto 3 m depth
102.94
107224
1041.62
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 open Foudnation - abutment - Normal Dewatering
162.91
23890
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 open Foudnation - pier - Medium Dewatering
276.34
194924
705.38
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 open Foudnation - return - Medium Dewatering
134.86
9152
67.87
Filling annular space around footing in P.C.C grade M 15 in rock as per technical specification Clause 1203.4.3.
3.55
21428
6036.15
Providing P.C.C grade M 20 / Nominal mix 1:1.5:5 concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
56.39
363575
6447.52
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as directed by Engineer in charge etc complete -- (ii) For M-25 Grade
59.37
414564
6982.72
P.C.C grade M 25 / Nominal mix (1:1.5:5) (Hand mixing) cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m
291.32
2161454
7419.52
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
32.16
231562
7200.34
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
193.43
1739688
8993.89
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 V) Reinforced cement concrete grade M 30 and as directed by Engineer in Charge.
76.8
537190
6994.67
Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 R.C.C.Grade M-30 ( Wearing Course )
28.13
347577
12356.1
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 ( Super Structure )
10.59
680799
64305.26
Supplying, fitting and placing Thermo Mechanically Treated bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. as directed by Engineer in Charge.
4.99
310101
62119.7
Supplying, fitting and placing Thermo Mechanically Treated bar reinforcement (Fe 415) SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. as directed by Engineer in Charge.
7.58
472885
62402.38
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- 100 mm dia PVC Pipe
206
37714
183.08
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
100
167931
1679.31
Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWD CSR for 2018-19) BR 43B Item no.14.34/ BR 45/ pg no.95
3.38
3707
1096.86
Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD Nagpur CSR for 09-10) ( 13.16 / V / 52 )
57.24
5723
99.99
Providing and laying 0.90 meter thick metal mat consiting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, speading metal in layers and had murum including watering and compaction with power roller etc. complete.
55.2
105509
1911.41
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 millimeter 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 Clause 1204.3.8. as directed by Engineer in Charge.
167.17
342546
2049.09
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved color to give an even shade as per drawings and Technical Specification Clause 1701
16
16
1.01
Approches
-
-
-
Providing Steel Dowels in rock through stepining placing the Dowel in position including drilling holes upto 2.5 m depth in rock effectively grouted (32 mm dia varing length) Sp. No. BR16 page no. 120 PWD red book.
52
87918
1690.74
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 as per Technical Specification Clause 301.5
844.74
362536
429.17
Construction of granular sub - base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC, and compaction with smooth wheel roller to achieve the desired density, complete.
101.25
197769
1953.28
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.
87.19
180343
2068.4
Construction of Shoulders as per Technical Specification Clause 407. - Hard Shoulders
120.59
55912
463.65
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 Clause 502
937.5
67654
72.17
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
937.5
10773
11.49
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.
937.5
219330
233.95
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.
937.5
128647
137.22
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
937.5
54617
58.26
PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.
2
29814
14907.32
Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803)
2
6306
3153.3
Providing and laying Stone / Boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
67.6
113893
1684.82
Diversion
-
-
-
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 soil )
23.86
12828
537.65
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 open Foudnation - abutment - Normal Dewatering
5.78
847
146.65
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 as per Technical Specification Clause 301.5
266.28
114279
429.17
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.
60.08
124269
2068.4
Construction of Shoulders as per Technical Specification Clause 407. - Hard Shoulders
6.65
3083
463.65
P.C.C grade M 15 / Nominal mix (1:2.5:5) cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m
17.33
107723
6216.03
Providing and laying reinforced cement concrete pipe 750 mm diametre 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,
75
279905
3732.07
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