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 Date21 Aug 2024
Closing Date28 Aug 2024
Tender Amount₹ 5,62,05,782
Costs
EMD
₹ 2,81,000Document Cost
₹ 17,700Tender Fee
Refer Documents
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_136029_2Tender No
T.No.07/PMGSY-III-Bridge/24-25Tender 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
Ch.9/200
472.8
364268
770.45
Ch.9/400
384
295852
770.45
Removing all types of Hume pipes and stacking within a lead and lift of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
Ch. 1/300
37.5
30292
807.8
Ch. 2/870
64
51699
807.8
Ch.9/200
45
36351
807.8
Ch.9/400
80
64624
807.8
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.
-
-
-
Ch. 1/300
1913.86
1028986
537.65
Ch. 2/870
1352.8
727332
537.65
Ch.9/200
3724.99
2002740
537.65
Ch.9/400
4612.97
2480163
537.65
(ii) Upto 3m to 6m
-
-
-
Ch. 1/300
52.95
33805
638.45
Ch. 2/870
55.75
35593
638.45
Ch.9/200
71.94
45930
638.45
Ch.9/400
60.43
38581
638.45
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will benecessary)
-
-
-
Ch. 1/300
864.47
154740
179
Ch. 2/870
990.47
177294
179
Ch.9/200
1113.1
199244
179
Ch.9/400
1014.68
181627
179
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
Ch. 1/300
167.14
360261
2155.45
Ch. 2/870
197.53
425766
2155.45
Ch.9/200
246.79
531943
2155.45
Ch.9/400
196.89
424386
2155.45
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
Ch. 1/300
103.51
594018
5738.75
Ch. 2/870
151.23
867871
5738.75
Ch.9/200
187.92
1078425
5738.75
Ch.9/400
120.62
692208
5738.75
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 20
-
-
-
Ch. 1/300
19.06
119168
6252.3
Ch. 2/870
42.86
267973
6252.3
Ch.9/200
27.35
171000
6252.3
Ch.9/400
22.04
137800
6252.3
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
-
-
-
Ch. 1/300
64.5
441157
6839.65
Ch. 2/870
72.8
497926
6839.65
Ch.9/200
96.71
661462
6839.65
Ch.9/400
74.6
510237
6839.65
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
Ch. 1/300
108.35
758179
6997.5
Ch. 2/870
118.85
831652
6997.5
Ch.9/200
172.64
1208048
6997.5
Ch.9/400
151.11
1057392
6997.5
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
-
-
-
Ch. 1/300
10.88
681052
62596.75
Ch. 2/870
12.3
769940
62596.75
Ch.9/200
16.76
1049121
62596.75
Ch.9/400
13.73
859296
62596.75
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
-
-
-
Ch. 1/300
30
24768
825.6
Ch. 2/870
35
28896
825.6
Ch.9/200
35
28896
825.6
Ch.9/400
35
28896
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
-
-
-
Ch. 1/300
117.38
881394
7508.9
Ch. 2/870
120.67
906098
7508.9
Ch.9/200
193.85
1455600
7508.9
Ch.9/400
188.08
1412273
7508.9
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
-
-
-
Ch. 1/300
7.24
455246
62879.4
Ch. 2/870
7.59
477254
62879.4
Ch.9/200
11.57
727514
62879.4
Ch.9/400
11.54
725628
62879.4
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
-
-
-
Ch. 1/300
77.69
184350
2372.9
Ch. 2/870
77.57
184065
2372.9
Ch.9/200
141.74
336334
2372.9
Ch.9/400
134.1
318205
2372.9
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
Ch. 1/300
148.18
393262
2653.95
Ch. 2/870
158.26
420014
2653.95
Ch.9/200
350.67
930660
2653.95
Ch.9/400
352.3
934986
2653.95
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.
-
-
-
Ch. 1/300
52.92
113418
2143.2
Ch. 2/870
44.28
94900
2143.2
Ch.9/200
52.92
113418
2143.2
Ch.9/400
52.92
113418
2143.2
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
-
-
-
Ch. 1/300
128
23436
183.1
Ch. 2/870
110
20141
183.1
Ch.9/200
199
36436
183.1
Ch.9/400
211
38634
183.1
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
-
-
-
Ch. 1/300
48.35
142219
2941.45
Ch. 2/870
48.56
142836
2941.45
Ch.9/200
63.1
185605
2941.45
Ch.9/400
55.34
162779
2941.45
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
-
-
-
Ch. 1/300
181.09
1057610
5840.25
Ch. 2/870
191.33
1117415
5840.25
Ch.9/200
291.81
1704243
5840.25
Ch.9/400
222.01
1296593
5840.25
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
-
-
-
Ch. 1/300
60.5
539823
8922.7
Ch. 2/870
68.22
608706
8922.7
Ch.9/200
77.35
690170
8922.7
Ch.9/400
70.18
626195
8922.7
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
-
Ch. 1/300
11.81
145342
12304.1
Ch. 2/870
13.25
163029
12304.1
Ch.9/200
17.61
216675
12304.1
Ch.9/400
13.57
166966
12304.1
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
-
-
-
Ch. 1/300
3.57
231272
64782.3
Ch. 2/870
4.78
309659
64782.3
Ch.9/200
4.93
319376
64782.3
Ch.9/400
4.12
266903
64782.3
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
-
-
-
Ch. 1/300
58.8
98742
1679.3
Ch. 2/870
63.67
106921
1679.3
Ch.9/200
84.24
141464
1679.3
Ch.9/400
71.55
120153
1679.3
Providing tar paper bearing including laying in proper position etc. complete.
-
-
-
Ch. 1/300
4.77
472
99
Ch. 2/870
5.69
563
99
Ch.9/200
7.02
694
99
Ch.9/400
28.01
2772
99
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
-
-
-
Ch. 1/300
54.06
58709
1086
Ch. 2/870
60.31
65496
1086
Ch.9/200
149.65
162519
1086
Ch.9/400
80.63
87564
1086
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
-
-
-
Ch. 1/300
1100
2970
2.7
Ch. 2/870
1216.79
3285
2.7
Ch.9/200
1114
3007
2.7
Ch.9/400
435.87
1176
2.7
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
-
-
-
Ch. 1/300
234
13232
56.55
Ch. 2/870
269.04
15214
56.55
Ch.9/200
284.4
16082
56.55
Ch.9/400
130.76
7394
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
-
-
-
Ch. 1/300
210.6
12288
58.35
Ch. 2/870
242.13
14128
58.35
Ch.9/200
255.96
14935
58.35
Ch.9/400
117.68
6866
58.35
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
-
-
-
Ch. 1/300
398.29
151688
380.85
Ch. 2/870
94.99
36176
380.85
Ch.9/200
234.77
89412
380.85
Ch.9/400
373.81
142365
380.85
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.
-
-
-
Ch. 1/300
184.5
75949
411.65
Ch. 2/870
200.27
82441
411.65
Ch.9/200
207.18
85285
411.65
Ch.9/400
265.39
109247
411.65
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.
-
-
-
Ch. 1/300
195
346125
1775
Ch. 2/870
222.79
395452
1775
Ch.9/200
226.2
401505
1775
Ch.9/400
194.81
345787
1775
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 as per Technical Specification Clause 405.
-
-
-
Ch. 1/300
112.5
319207
2837.4
Ch. 2/870
112.5
319207
2837.4
Ch.9/200
112.5
319207
2837.4
Ch.9/400
95.63
271326
2837.4
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
-
-
-
Ch. 1/300
112.5
314915
2799.25
Ch. 2/870
112.5
314915
2799.25
Ch.9/200
112.5
314915
2799.25
Ch.9/400
95.63
267678
2799.25
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
-
-
-
Ch. 1/300
1500
82950
55.3
Ch. 2/870
1500
82950
55.3
Ch.9/200
1500
82950
55.3
Ch.9/400
1275
70507
55.3
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
Ch. 1/300
1500
26175
17.45
Ch. 2/870
1500
26175
17.45
Ch.9/200
1500
26175
17.45
Ch.9/400
1275
22248
17.45
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.
-
-
-
Ch. 1/300
1500
236250
157.5
Ch. 2/870
1500
236250
157.5
Ch.9/200
1500
236250
157.5
Ch.9/400
1275
200812
157.5
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 (by Paver finisher) and Type C as per Technical Specification Clause 510
-
-
-
Ch. 1/300
1500
89625
59.75
Ch. 2/870
1500
89625
59.75
Ch.9/200
1500
89625
59.75
Ch.9/400
1275
76181
59.75
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
-
-
-
Ch.9/400
108.38
851908
7860.75
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
-
-
-
Ch. 1/300
80
48336
604.2
Ch. 2/870
80
48336
604.2
Ch.9/200
80
48336
604.2
Ch.9/400
113
68274
604.2
Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values
-
-
-
Ch. 1/300
40
119600
2990
Ch. 2/870
40
119600
2990
Ch.9/200
20
59800
2990
Ch.9/400
34
101660
2990
Providing and fixing of typical PMGSY 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
-
-
-
Ch. 1/300
1
14907
14907.35
Ch. 2/870
1
14907
14907.35
Ch.9/200
1
14907
14907.35
Ch.9/400
1
14907
14907.35
MMGSY / 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.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
-
-
-
Ch. 1/300
1
24106
24106.7
Ch. 2/870
1
24106
24106.7
Ch.9/200
1
24106
24106.7
Ch.9/400
1
24106
24106.7
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
-
-
-
Ch. 1/300
5
45109
9021.95
Ch. 2/870
5
45109
9021.95
Ch.9/200
5
45109
9021.95
Ch.9/400
5
45109
9021.95
Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
-
-
-
Ch. 1/300
2
54295
27147.8
Ch. 2/870
2
54295
27147.8
Ch.9/200
2
54295
27147.8
Ch.9/400
2
54295
27147.8
Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
-
-
-
Ch. 1/300
94
34404
366
Ch. 2/870
21
7686
366
Ch.9/200
31
11346
366
Ch.9/400
50
18300
366
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
-
-
-
Ch. 1/300
70.32
46833
666
Ch. 2/870
37.3
24841
666
Ch.9/200
41.58
27692
666
Ch.9/400
65.52
43636
666
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"
-
-
-
Ch. 1/300
10
49120
4912
Ch. 2/870
10
49120
4912
Ch.9/200
10
49120
4912
Ch.9/400
10
49120
4912
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
-
-
-
Ch. 1/300
12
2398
199.9
Ch. 2/870
12
2398
199.9
Ch.9/200
12
2398
199.9
Ch.9/400
12
2398
199.9
Providing and laying reinforced cement concrete pipe NP3 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.
-
-
-
Ch. 1/300
37.5
267748
7139.95
Ch. 2/870
45
321297
7139.95
Ch.9/200
45
321297
7139.95
Ch.9/400
45
321297
7139.95
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements