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₹ 1,92,07,021
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Nehakal - Tippagad Approch Road To Join Mdr-3 Lr -7
Description
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Contact
Tender Id
2018_CEMAH_63821_27Bid 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
3380.95
261854
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
1003.65
336473
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
1680
48972
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
1293.6
999306
772.5
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
697.13
1317993
1890.6
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
950.02
4327863
4555.55
Construction of Earthen Shoulders
601.6
340084
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/One Square Meter using mechanical means
5925.35
301600
50.9
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per One Square Meter on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom
5925.35
63697
10.75
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per One Square Meter on the prepared bituminous surface cleaned with Hydraulic broom
5925.35
54216
9.15
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
5925.35
1186847
200.3
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B ,
5925.35
333300
56.25
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
2
4231
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 .
9
5707
634.15
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
181
97242
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
18
2720
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
2
36410
18205.35
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 i) Village Name Board
2
8018
4009.2
ii) 900 mm equilatral and triangle
4
13477
3369.45
iii) 600 mm equilatral and triangle
4
9630
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
3
137736
45912
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.
78.75
30133
382.65
Sand filling in foundation trenches
15.75
34123
2166.55
Providing concrete for plain cement concrete M-10 in open foundations complete
15.75
112902
7168.4
Plain cement concrete Grade M-15 in substructure complete
8.55
60900
7122.85
Providing and laying reinforced cement concrete M-20 in superstructure
0.75
6320
8427.45
Supplying fitting and placing HYSD bar reinforcement ( Fe 415 ) in superstructure complete
0.04
3095
77382.25
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.
92.28
35310
382.65
Providing rubble filling in foundation trenching
10.46
18855
1802.65
Providing concrete for plain cement concrete M-10 in open foundations complete
6.07
43512
7168.4
Plain cement concrete Grade M-15 in substructure complete
26.12
186048
7122.85
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.
7.5
48272
6436.35
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.
7.5
12075
1610.1
Sand filling in foundation trenches
10.32
22358
2166.55
Providing and laying R.C.C. M-20 in substructure complete
5.44
43919
8073.45
Providing and laying R.C.C. M-25 in substructure complete
9.25
78475
8483.8
Providing and laying reinforced cement concrete M-25 in superstructure
9.83
88225
8975.1
Backfilling with Granular material behind abutment, wing wall and return wall complete
7.37
15110
2050.25
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
15
2988
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
1.69
3072
1817.8
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete
0.41
31172
76031.55
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete
0.98
75834
77382.25
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 Ssoil)upto 3.00m depth
505.41
92666
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 reqiring blasting )upto 3.00m depth
142.21
67955
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
46.74
40930
875.7
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 requiredFor Abutment
307.15
23051
75.05
IV) 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 requiredFor Pier
101.82
12091
118.75
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 requiredFor Return wall
139.99
3324
23.75
Filling annular space around footing in rock
125.71
876820
6974.95
Providing concrete M-15 for plain/reinforced concrete in open foundations complete
98.29
694792
7068.8
Plain/reinforced cement concrete M-15 in substructure complete
388.23
2867952
7387.25
Plain/reinforced cement concrete M-20 in substructure complete
8.16
64390
7891.05
Providing and laying reinforced cement concrete M-25 in superstructure
71.95
630483
8762.8
Providing Tar paper bearing of approved quality in proper size etc. complete
18.15
293
16.15
Expansion joint with 25 mm thich bitumenous pad
16.95
13123
774.25
Plain/reinforced cement concrete M20 grade in substructure complete
10.73
85307
7950.4
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete
9.9
87113
8799.3
ii)Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete For sub-structure
2.55
145746
57155.55
iii)Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete for Super-structure
8.23
481506
58506.2
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
83.54
132105
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
106.89
215383
2015
Fillling Sand in foundation trenches
106.2
255172
2402.75
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
86.4
128178
1483.55
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
116
68851
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
1250
109125
87.3
Providing and laying of dry rubble flooring complete
18.75
50238
2679.4
Providing and laying pitching on slopes laid over prepared filter media
731.15
897632
1227.7
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