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₹ 3,60,27,790
Costs
EMD
₹ 1,91,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135940_3Bid Award Id
ViewTender No
EE_PMGSY_Chh.SambhajinagarTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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 )
2081.01
1118855
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 Rafts , Cut off wall
2081.01
535964
257.55
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
192
294902
1535.95
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - P.C.C.Grade M-25
100.5
636395
6332.36
Sand Filling - Filling in foundation trenches as per technical specification Clause 305.3.9
286.2
595135
2079.44
Rubble Filling - Filling in foundation trenches as per technical specification Clause 305.3.9
22.4
13811
616.71
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - R.C.C.Grade M-30
108.31
737708
6811.08
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
695.45
5076665
7299.86
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 )
23.85
285389
11966
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
26.02
39963
1535.95
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 ( Super Structure )
39.29
2547813
64845.73
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
3.38
28972
8584.58
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
37
6773
183.08
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
538.08
746549
1387.44
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
80
134344
1679.31
Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3 Item No -13.15
155.03
47215
304.57
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
57370
28685.01
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)
44.64
29687
665
Approches
-
-
-
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
29.5
2149
72.88
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
29.5
12718
431.12
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.
61.88
26847
433.86
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.
37.16
70676
1901.96
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.
20.64
40897
1981.47
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.
275.25
4070
14.79
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.
275.25
63902
232.16
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.
275.25
37489
136.2
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
275.25
15050
54.68
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.
40
24167
604.19
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 side
547
30932
56.55
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
198
14430
72.88
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. - 750 mm Dia
10
29704
2970.41
Conveying materials, obtained from road cutting, including all lifts, laying in layers, breaking clods, dressing to the required lines, curves, grades and sections for a lead of over 300 m. to 500 m. inclusive from the site of excavation to the site of deposition etc. complete as directed by Engineer in charge. Spec. No. : Rd.18 Page No. 197. DSR.I.No.647, P.No.174.
349
19735
56.55
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.
49.5
21476
433.86
Construction of Minor Bridge At Ch -3/425 on - Upgradation of Road From - Wasadi Devpul To Khatkheda Upto MDR-11 Road. Tq Kannad
-
-
-
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 ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 (A) In area of non-thorny jungle
0.2
5948
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.
219.6
166450
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.
60
28306
471.78
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 )
2938.58
1579928
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.
-
-
-
SOR Item No-11.1 -A - (i) For Rafts , Cut off wall
594.49
153110
257.55
SOR Item No-11.1 -A - (ii) For Box Returns
43.7
8297
189.88
SOR Item No-11.1 -A - (iii) For Appron
569.02
72988
128.27
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 SOR Item No-11.2 - (i) Rubble Filling
52.17
32706
626.97
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 SOR Item No-11.2 - (ii) Sand Filling
433.95
902375
2079.44
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C Grade M 30
79.33
503244
6343.69
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - R.C.C.Grade M-25
196.38
1278821
6512.14
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C Grade M30
361.63
2467453
6823.22
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
37.66
2358976
62645.43
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 30
241.62
1709817
7076.59
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
328.91
2404997
7312
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
22.21
1397409
62928.11
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
223
40826
183.08
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
243.69
338099
1387.44
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
57.6
110977
1926.69
Providing and laying in position 90 cm thick flexible stone mat as per detailed drawing including laying and compaction, consolidation 15 to 23 cm soling, consolidation of 60mm size metal in two layers and compaction of 40 mm layers in single layers with watering etc complete as directed by Engineer in charge
120
197000
1641.67
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
20
16512
825.6
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
328.41
2823340
8597
Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawings and technical specifications Clauses 1000 and 1202
22.65
1469276
64857.28
Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cum complete as per drawing and technical specifications Clauses 800 and 1206.3 R.C.C Grade M 30 -Wearing Course
38.25
458174
11978.42
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
136
228386
1679.31
Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2015-16)
149.77
45615
304.57
Providing and fixing in position tar paper bearing as per detailed drawings etc. complete as directed by engineer in charge. DSR I.No. 794 P.No. 210
48.31
3952
81.81
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
288
445308
1546.21
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
18.97
29334
1546.21
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 ( Guard Stone )
30
18125
604.19
Shifting of Electric Line
1
50000
50000
Approches
-
-
-
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
444.35
32384
72.88
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.
101.25
43928
433.86
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.
36.45
69700
1912.22
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.
50.63
100845
1991.82
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
337.5
30456
90.24
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.
675
10509
15.57
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.
337.5
695439
2060.56
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.
337.5
47776
141.56
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
337.5
20185
59.81
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.
60
36251
604.19
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)
1
28685
28685.01
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 side
487.5
27568
56.55
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
262.5
19131
72.88
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. - 750 mm Dia
15
44556
2970.41
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