Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Oct 2024
Closing Date12 Oct 2024
Tender Amount₹ 5,32,94,772
Costs
EMD
₹ 2,66,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_136577_5Tender No
T.No.07(2ndCall)/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
Documents
BOQ Items
ii) Above 3.00m Depth
601.58
384078
638.45
UMRER TO PIRAYA- AMBOLI ROAD
-
-
-
i) Up To 3.00m Depth
55.05
41725
757.95
ii) Above 3.00m Depth
10.41
21158
2032.5
PIPE Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (600MM TO 900 MM Ø PIPE )
-
-
-
UMRER TO PIRAYA- AMBOLI ROAD
25.2
11889
471.8
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 deletarious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling trenches with excavated suitable material.
-
-
-
UMRER TO PIRAYA- AMBOLI ROAD
1623.74
873003
537.65
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 using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
2700
542700
201
UMRER TO PIRAYA- AMBOLI ROAD
420
84420
201
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
104.21
605111
5806.65
Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
UMRER TO PIRAYA- AMBOLI ROAD
47.64
277176
5818.15
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
55.99
325114
5806.65
Providing reinforced cement concrete M-25 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
UMRER TO PIRAYA- AMBOLI ROAD
72.1
502320
6967
Providing reinforced cement concrete M-25 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
UMRER TO PIRAYA- AMBOLI ROAD
66.78
465256
6967
Providing reinforced cement concrete M-30 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
224.38
1578030
7032.85
Providing reinforced cement concrete M-30 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
394.82
2776709
7032.85
Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 1202
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
38.59
2415853
62603.1
UMRER TO PIRAYA- AMBOLI ROAD
7.5
469333
62577.75
Providing and laying P.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
117.15
841933
7186.8
Providing and laying R.C.C. M-30 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
193.49
1459736
7544.25
UMRER TO PIRAYA- AMBOLI ROAD
171.06
1279255
7478.4
Providing and laying R.C.C. M-30 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
19.3
145604
7544.25
Providing and laying R.C.C. M-30 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
88.56
668118
7544.25
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
37.33
2347525
62885.75
UMRER TO PIRAYA- AMBOLI ROAD
13.68
859930
62860.4
Sand Filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
546.68
1178341
2155.45
UMRER TO PIRAYA- AMBOLI ROAD
120.2
259085
2155.45
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
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
49
40454
825.6
UMRER TO PIRAYA- AMBOLI ROAD
15
12384
825.6
Providing and laying filter media with granular crushed aggregates as per specifications 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
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
219.24
468789
2138.25
UMRER TO PIRAYA- AMBOLI ROAD
91.72
191465
2087.5
Providing and laying 0.90meter 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
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
102.44
199153
1944.1
UMRER TO PIRAYA- AMBOLI ROAD
102.9
195396
1898.9
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
165.3
438697
2653.95
UMRER TO PIRAYA- AMBOLI ROAD
296.38
786577
2653.95
Providing weepholes in plain 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
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
78
14281
183.1
UMRER TO PIRAYA- AMBOLI ROAD
72
13183
183.1
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 as per drawing and technical specifications Clause 1301 N
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
582.7
3442679
5908.15
UMRER TO PIRAYA- AMBOLI ROAD
92.4
540456
5849.1
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
378.89
3394115
8958.05
UMRER TO PIRAYA- AMBOLI ROAD
59.43
528463
8892.2
Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
36.75
453474
12339.45
UMRER TO PIRAYA- AMBOLI ROAD
9.45
115985
12273.6
Providing and laying R.C.C. M-30 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
14.91
112484
7544.25
Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
UMRER TO PIRAYA- AMBOLI ROAD
4.49
34423
7666.8
Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 1202
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
27.92
1808899
64788.65
UMRER TO PIRAYA- AMBOLI ROAD
5.99
387932
64763.3
Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 50) at 2.5m 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
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
168.86
283566
1679.3
UMRER TO PIRAYA- AMBOLI ROAD
61.7
103612
1679.3
Providing tar paper between cutoff & raft including laying in proper position etc. complete.
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
171.67
16995
99
UMRER TO PIRAYA- AMBOLI ROAD
29.7
2940
99
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
58.17
63172
1086
UMRER TO PIRAYA- AMBOLI ROAD
5.6
6081
1086
Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1
7644
7644
UMRER TO PIRAYA- AMBOLI ROAD
1
7644
7644
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
0.09
2419
26882.75
UMRER TO PIRAYA- AMBOLI ROAD
0.14
3763
26882.75
Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with all lead and lift as per Technical Specification Clause 301.4
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
150
1920
12.8
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum 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 all lift and lead as per Technical Specification Clause 302.3
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
796.97
45068
56.55
UMRER TO PIRAYA- AMBOLI ROAD
655.18
37050
56.55
Construction of embankment with approved materials deposited at site from raodway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
398.49
23251
58.35
UMRER TO PIRAYA- AMBOLI ROAD
524.14
30583
58.35
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1028.83
391829
380.85
UMRER TO PIRAYA- AMBOLI ROAD
1484.86
565508
380.85
Construction of granular sub-base by providing Grading-I material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
254.45
483913
1901.8
UMRER TO PIRAYA- AMBOLI ROAD
356.85
678657
1901.8
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.
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
224.7
587792
2615.9
UMRER TO PIRAYA- AMBOLI ROAD
320.09
820950
2564.75
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory 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
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
89.75
225788
2515.75
UMRER TO PIRAYA- AMBOLI ROAD
134.6
330362
2454.4
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 compacting with vibratory roller to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
602.11
278235
462.1
UMRER TO PIRAYA- AMBOLI ROAD
827.9
382572
462.1
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 0.85 Kg / sqm using mechanical means as per Technical specification Clause 502
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1167.15
64426
55.2
UMRER TO PIRAYA- AMBOLI ROAD
1750.28
91889
52.5
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 Kg per sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1167.15
20308
17.4
UMRER TO PIRAYA- AMBOLI ROAD
1750.28
28792
16.45
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm 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 as per Technical Specification Clause 508. (excluding seal coat)
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1167.15
177056
151.7
UMRER TO PIRAYA- AMBOLI ROAD
1750.28
254753
145.55
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1167.15
68278
58.5
UMRER TO PIRAYA- AMBOLI ROAD
1750.28
98278
56.15
Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
172.58
467139
2706.8
UMRER TO PIRAYA- AMBOLI ROAD
230.49
612192
2656.05
Providing and laying pitching of cement concrete blocks of size as per Table 1300.2, cast in cement concrete of grade M-15
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
345.15
2039197
5908.15
UMRER TO PIRAYA- AMBOLI ROAD
460.97
2696259
5849.1
Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
41.08
241688
5883.35
UMRER TO PIRAYA- AMBOLI ROAD
31.5
183271
5818.15
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
195.63
1135954
5806.65
UMRER TO PIRAYA- AMBOLI ROAD
150
862147
5747.65
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. Clause 1106.
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
15
107099
7139.95
UMRER TO PIRAYA- AMBOLI ROAD
30
214198
7139.95
Reinforced cement concrete M-15 grade Boundary Pillar/ 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.
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
155.62
94025
604.2
UMRER TO PIRAYA- AMBOLI ROAD
233.37
141002
604.2
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
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
10.2
2038
199.9
UMRER TO PIRAYA- AMBOLI ROAD
14.4
2878
199.9
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
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-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
31.12
20725
666
UMRER TO PIRAYA- AMBOLI ROAD
46.67
31082
666
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
68
55896
822
UMRER TO PIRAYA- AMBOLI ROAD
237
194814
822
Supplying and 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 16000Kilogramtested 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 Kilogram. 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.
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
156
57096
366
UMRER TO PIRAYA- AMBOLI ROAD
233
85278
366
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)"
-
-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
40
196480
4912
UMRER TO PIRAYA- AMBOLI ROAD
40
196480
4912
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
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-
-
MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1
14907
14907.35
UMRER TO PIRAYA- AMBOLI ROAD
1
14907
14907.35
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
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MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
2
19576
9788
UMRER TO PIRAYA- AMBOLI ROAD
2
19576
9788
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mm made out of 3mm aluminum sheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
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MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
2
7694
3847
UMRER TO PIRAYA- AMBOLI ROAD
2
7694
3847
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 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/ 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.
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MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1
24106
24106.7
UMRER TO PIRAYA- AMBOLI ROAD
1
24106
24106.7
Sign Board of PMGSY Project Information : Providing and fixing of typical retro reflective 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. 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 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.
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MSH-06 (BRAMHANI) TO APTUR- AKOLA RAOD
1
27147
27147.8
UMRER TO PIRAYA- AMBOLI ROAD
1
27147
27147.8
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