Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date14 Aug 2024
Closing Date22 Aug 2024
Tender Amount₹ 3,36,65,809
Costs
EMD
₹ 3,37,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135970_5Bid Award Id
ViewTender No
06/2024-25 1st call BridgeTender 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 LSB in Km. 11/240 ( Ordinary Soil)
623.11
335015
537.65
Construction of LSB in Km. 11/240 ( Ordinary Rock)
206.35
138677
672.05
Construction of LSB in Km. 11/240 ( Hard Rock)
80.76
84119
1041.6
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 1000m as per Technical Specification Clause 202.
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-
-
Construction of LSB in Km. 6/000
143
108386
757.95
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.
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-
Construction of LSB in Km. 6/000
52.5
42409
807.8
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) (Item No. 12.23 / P.No. 65 )
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-
Construction of LSB in Km. 6/000
180
36180
201
Construction of LSB in Km. 11/240
360
72360
201
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 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) (Item No. 12.24 / P.No. 65 )
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-
Construction of LSB in Km. 6/000
450
100350
223
Construction of LSB in Km. 11/240
240
53520
223
Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
Construction of LSB in Km. 6/000
82.74
456338
5515.2
Construction of LSB in Km. 11/240
53.44
299835
5610.7
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
-
Construction of LSB in Km. 6/000
22.15
120857
5456.8
Construction of LSB in Km. 11/240
-
-
-
Providing reinforced cement concrete M-25 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
-
Construction of LSB in Km. 6/000
225.11
1469456
6527.65
Construction of LSB in Km. 11/240
-
-
-
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
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-
Construction of LSB in Km. 6/000
15
12384
825.6
Construction of LSB in Km. 11/240
-
-
-
Providing and laying R.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
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-
Construction of LSB in Km. 6/000
181.65
1577977
8686.8
Construction of LSB in Km. 11/240
-
-
-
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
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-
Construction of LSB in Km. 6/000
-
-
-
Construction of LSB in Km. 11/240
80.37
453251
5639.9
Plain cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
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-
Construction of LSB in Km. 6/000
234.92
1653628
7039.05
Construction of LSB in Km. 11/240
219.49
1515984
6906.85
Plain cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
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-
Construction of LSB in Km. 6/000
-
-
-
Construction of LSB in Km. 11/240
197.16
1405904
7130.65
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
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-
Construction of LSB in Km. 6/000
214.34
1201491
5605.5
Construction of LSB in Km. 11/240
-
-
-
Providing weepholes in brick masonry/stone 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 as per drawing and technical specification Clauses 614, 709, 1204.3.7
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-
Construction of LSB in Km. 6/000
523
95761
183.1
Construction of LSB in Km. 11/240
428
78366
183.1
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
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-
-
Construction of LSB in Km. 6/000
215.31
447726
2079.45
Construction of LSB in Km. 11/240
-
-
-
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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-
-
Construction of LSB in Km. 6/000
133.62
1150511
8610.5
Construction of LSB in Km. 11/240
66.83
581537
8702.4
Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
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-
Construction of LSB in Km. 6/000
15.73
188606
11991.95
Construction of LSB in Km. 11/240
10.13
122348
12083.85
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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-
-
Construction of LSB in Km. 6/000
12.04
753519
62590.4
Construction of LSB in Km. 11/240
-
-
-
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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-
Construction of LSB in Km. 6/000
20.9
1313953
62873.1
Construction of LSB in Km. 11/240
15.49
973943
62885.75
Supplying, fitting, and placing TMT bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
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-
Construction of LSB in Km. 6/000
9.45
612275
64775.95
Construction of LSB in Km. 11/240
4.68
303061
64788.65
Providing Tar paper bearing of approved quality in proper size etc. complete.
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-
-
Construction of LSB in Km. 6/000
74.46
7371
99
Construction of LSB in Km. 11/240
20.71
2050
99
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
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-
-
Construction of LSB in Km. 6/000
21.19
23012
1086
Construction of LSB in Km. 11/240
17.71
19236
1086
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.
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-
Construction of LSB in Km. 6/000
92.24
166894
1809.35
Construction of LSB in Km. 11/240
80.74
147459
1826.35
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360
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Construction of LSB in Km. 6/000
-
-
-
Construction of LSB in Km. 11/240
57.78
148347
2567.45
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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-
Construction of LSB in Km. 6/000
373.43
603511
1616.15
Construction of LSB in Km. 11/240
310.23
507277
1635.15
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
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-
Construction of LSB in Km. 6/000
120.5
194740
1616.15
Construction of LSB in Km. 11/240
95.2
155661
1635.15
Provaiding and fixing in position pipe railling consisting os IS Rolled steel Joints posts designation IS MB 100 (100X75) at 2.5 m. interval and three rows of 50 mm dia. Steel pipes (light) including fixing is position on bridge deck complete as per drawing and tecgnical specification Clause 1208.2
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-
Construction of LSB in Km. 6/000
80.46
135108
1679.3
Construction of LSB in Km. 11/240
-
-
-
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border.
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-
Construction of LSB in Km. 6/000
0.75
5733
7644
Construction of LSB in Km. 11/240
0.75
5733
7644
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.
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-
Construction of LSB in Km. 6/000
1395
3766
2.7
Construction of LSB in Km. 11/240
1089
2940
2.7
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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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-
Construction of LSB in Km. 6/000
141.38
8595
60.8
Construction of LSB in Km. 11/240
2609.72
158670
60.8
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
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-
Construction of LSB in Km. 6/000
1907.92
111327
58.35
Construction of LSB in Km. 11/240
89.72
5235
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 as per technical Specification Clause 301.5
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-
Construction of LSB in Km. 6/000
1482.77
564712
380.85
Construction of LSB in Km. 11/240
2247.1
855808
380.85
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 as per Technical Specification Clause 301.4.1.
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-
Construction of LSB in Km. 6/000
209.25
5879
28.1
Construction of LSB in Km. 11/240
123.75
3477
28.1
Construction of Subgrade Layer 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.
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-
Construction of LSB in Km. 6/000
440.08
133586
303.55
Construction of LSB in Km. 11/240
362.64
110079
303.55
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.
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-
Construction of LSB in Km. 6/000
123.36
244777
1984.25
Construction of LSB in Km. 11/240
111.96
224323
2003.6
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.
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-
Construction of LSB in Km. 6/000
62.62
154010
2459.45
Construction of LSB in Km. 11/240
100.78
249798
2478.65
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 3 as per Technical Specification Clause 405.
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-
Construction of LSB in Km. 6/000
46.2
101147
2189.35
Construction of LSB in Km. 11/240
71.35
157911
2213.2
Construction of Earthen Shoulders as per Technical Specification Clause 407.
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-
Construction of LSB in Km. 6/000
61.9
18789
303.55
Construction of LSB in Km. 11/240
37.18
11285
303.55
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- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.
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-
Construction of LSB in Km. 6/000
600
31740
52.9
Construction of LSB in Km. 11/240
581.25
30893
53.15
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.
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-
Construction of LSB in Km. 6/000
600
6990
11.65
Construction of LSB in Km. 11/240
581.25
10375
17.85
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.
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-
Construction of LSB in Km. 6/000
600
84300
140.5
Construction of LSB in Km. 11/240
581.25
82915
142.65
Providing and laying Premix 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
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-
Construction of LSB in Km. 6/000
600
32880
54.8
Construction of LSB in Km. 11/240
581.25
32143
55.3
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)"
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Construction of LSB in Km. 6/000
100
491200
4912
Construction of LSB in Km. 11/240
100
491200
4912
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.
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-
Construction of LSB in Km. 6/000
30
19980
666
Construction of LSB in Km. 11/240
49.5
32967
666
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. Clause 1106.
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Construction of LSB in Km. 6/000
30
81990
2733
Construction of LSB in Km. 11/240
25
68325
2733
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 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.
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Construction of LSB in Km. 6/000
100
36600
366
Construction of LSB in Km. 11/240
250
91500
366
Providing and fixing Retro Reflective PMGSY LOGO 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 Two Plates of ACP (Aluminum Composite Panel), material specifications 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 Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. 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 Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post 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. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. 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 manual Fig.1 (A) and Fig.1 (B) 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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-
Construction of LSB in Km. 6/000
1
14907
14907.35
Construction of LSB in Km. 11/240
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
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Construction of LSB in Km. 6/000 (900mm equilateral trangla)
2
16700
8350
Construction of LSB in Km. 6/000 (600mm equilateral trangla)
3
11541
3847
Construction of LSB in Km. 6/000 (Warning Sign)
6
58728
9788
Construction of LSB in Km. 11/240 (900mm equilateral trangla)
2
16700
8350
Construction of LSB in Km. 11/240 (600mm equilateral trangla)
2
7694
3847
Construction of LSB in Km. 11/240 (Warning Sign)
4
39152
9788
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.
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Construction of LSB in Km. 6/000
1
24106
24106.7
Construction of LSB in Km. 11/240
2
48213
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. (Item No. 10.21 (A) / P.No. 42)
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Construction of LSB in Km. 6/000
1
27147
27147.8
Construction of LSB in Km. 11/240
1
27147
27147.8
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof.
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Construction of LSB in Km. 6/000
-
-
-
Construction of LSB in Km. 11/240
60
49320
822
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204.
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-
Construction of LSB in Km. 6/000
588.69
3767027
6399
Construction of LSB in Km. 11/240
487.7
3165148
6489.95
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
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-
Construction of LSB in Km. 6/000
11.31
18302
1618.25
Construction of LSB in Km. 11/240
61.3
100362
1637.25
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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-
Construction of LSB in Km. 6/000
4.92
11434
2324.05
Construction of LSB in Km. 11/240
26.65
61935
2324.05
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5
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-
Construction of LSB in Km. 6/000
10
54801
5480.15
Construction of LSB in Km. 11/240
28
154533
5519.05
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