Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date8 Jun 2018
Closing Date18 Jun 2018
Tender Amount₹ 25,68,15,835
Costs
EMD
₹ 12,85,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Sawargaon Gyarapatti Kotgul To Godari Yedzal Betkathi (Gangin) Nadekal To Sh Way 314 Road Block Korchi
Description
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Contact
Tender Id
2018_CEMAH_63821_25Bid Award Id
ViewTender No
NIT No. 1-24/RCPLWE/2018-19 (2nd call)Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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
55658.64
4310761
77.45
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
37722.39
12646431
335.25
Compacting original ground supporting embankment 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
28728
837421
29.15
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
24833.76
18677470
752.1
Granular sub-base course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wit rotavator at once and compacting with smooth wheel roller to achieve the desired density complete
11938.89
21987853
1841.7
Providing, laying, spreading and compacting sOne Metric Tonne aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 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 2
16933.99
70812019
4181.65
Construction of Earthen Shoulders
7247.1
4096785
565.3
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 - 1.20 kg/sqm using mechanical means
111722.73
5669928
50.75
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
111722.73
1195433
10.7
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the requireed grade level and alignment and rolled to achieve the desire compaction (with 3.30% of bitumen by weight of mix)
5586.14
50724664
9080.45
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
111722.73
1016676
9.1
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
111722.73
17674535
158.2
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B ,
111722.73
6066544
54.3
Reinforced cement concrete M-15 grade Ordinary Kilometer SOne Metric Tonne (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc
24
50773
2115.55
Reinforced cement concrete M-15 grade 200m SOne Metric Tonne (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc
148
93854
634.15
Reinforced cement concrete M-15 grade 5th KM SOne Metric Tonne (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc
6
21400
3566.8
Reinforced cement concrete M-15 grade Boundary Pillar/ Local SOne Metric Tonne of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting
784
421204
537.25
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
96
14510
151.15
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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
36410
18205.35
i) 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 Village Name Board
12
48110
4009.2
ii) 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 900 mm equilatral and triangle
9
30325
3369.45
iii) 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 600 mm equilatral and triangle
149
358747
2407.7
Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing.
1
14250
14250
Construction of Rounded Hump type Speed Breaker as per IRC:99(1988) for general traffic as per specification, including painting, fixing cautionary boards etc. complete and
12
469224
39102
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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
929.25
355577
382.65
Sand filling in foundation trenches
185.85
402653
2166.55
Providing concrete for plain cement concrete M-10 in open foundations complete
185.85
1262971
6795.65
Plain cement concrete Grade M-15 in substructure complete
100.89
685416
6793.7
Providing and laying reinforced cement concrete M-20 in superstructure
8.85
71308
8057.45
Supplying fitting and placing HYSD bar reinforcement ( Fe 415 ) in superstructure complete
0.44
33969
77202.95
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1526.52
584122
382.65
Providing rubble filling in foundation trenching
167.57
293482
1751.4
Providing concrete for plain cement concrete M-10 in open foundations complete
71.15
483510
6795.65
Plain cement concrete Grade M-15 in substructure complete
546.27
3711194
6793.7
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and 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.
202.5
1322811
6532.4
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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.
37.5
61218
1632.5
Sand filling in foundation trenches
186.43
403909
2166.55
Providing and laying R.C.C. M-20 in substructure complete
14.24
109709
7704.3
Providing and laying R.C.C. M-25 in substructure complete .
25.56
207170
8105.25
Providing and laying reinforced cement concrete M-25 in superstructure
12.16
104544
8597.4
Backfilling with Granular material behind abutment, wing wall and return wall complete
18.26
36501
1999
Providing weepholes in brick masonry/sOne Metric Tonne masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete
30
5976
199.2
Providing and laying boulder apron for bed protection with sOne Metric Tonne boulder of minimum size and weight as per Table 1300.1 , no fragment weighing less than 25 Kg laid dry complete
6
10599
1766.55
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete
0.85
64474
75852.2
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete
1.52
117348
77202.95
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) upto 3.00m depth
1829.33
335407
183.35
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 not requiring blasting)upto 3.00m depth
135.76
64872
477.85
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (In Hard Rock blasting prohibited)3.00 to 6.00m depth
52.99
46403
875.7
I) 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 Raft Foundation
136.54
20105
147.25
II) 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 Apron
95.57
6173
64.6
III) 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
477.45
35832
75.05
V) 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 Return wall
516.41
12264
23.75
Fillling in foundation trenches (Rubble filling)
31.09
59981
1929.3
Providing concrete 1:3:6 for plain/reinforced concrete in open foundations complete
4.06
26831
6608.75
Filling annular space around footing in rock
170.2
1122971
6597.95
Providing concrete M-15 for plain/reinforced concrete in open foundations complete
248.56
1659386
6676
Providing concrete for plain/reinforced concrete in open foundations complete
37.91
253087
6676
Providing concrete M25 for plain/reinforced concrete in open foundations complete
29.29
221471
7561.35
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm
4
2374
593.55
Plain/reinforced cement concrete M-15 in substructure complete
1253.04
8764325
6994.45
Plain/reinforced cement concrete M-20 in substructure complete
47.43
356555
7517.5
Providing and laying reinforced cement concrete M-25 in superstructure
186.65
1565200
8385.75
Providing Tar paper bearing of approved quality in proper size etc. complete
108.57
1753
16.15
Expansion joint with 25 mm thich bitumenous pad
41.35
32015
774.25
Plain/reinforced cement concrete M20 grade in substructure complete
51.61
390654
7569.35
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete
18.2
153212
8418.25
i) Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete for Foundation
5.29
300400
56786.4
ii) Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete For sub-structure
7.97
454168
56984.75
iii) Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete for Super-structure
44.09
2572007
58335.4
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete
189.78
300108
1581.35
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
513.2
1007796
1963.75
Fillling in foundation trenches
585.07
1284257
2195.05
Providing 90 cm thick flexible sOne Metric Tonne mat as per standard drawing including supplying all materials at work site spreading and compaction etc. complete
570.92
820640
1437.4
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete
48.29
326681
6765
Providing weepholes in brick masonry/sOne Metric Tonne 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
134.68
19265
143.05
Providing weepholes in brick masonry/sOne Metric Tonne 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
264
156697
593.55
Excavation for roadwork in soil with hydraulic excavator of 0.9 One Cubic Meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m
3200
279360
87.3
Providing and laying of dry rubble flooring complete
35.79
94061
2628.15
Providing and laying pitching on slopes laid over prepared filter media
1063.05
1288735
1212.3
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