Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Aug 2024
Closing Date2 Sep 2024
Tender Amount₹ 2,86,56,214
Costs
EMD
₹ 1,50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_136105_8Bid Award Id
ViewTender No
2nd Call Tender no 06/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
58.8
47499
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. Up to 3.00 M depth MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
1551.43
834126
537.65
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
2152.39
1157232
537.65
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. 3 m to 6 m depth MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
203.25
129765
638.45
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
68.3
43606
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 using 5.0 to 9.0 BHP pump etc. complete. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
314
63114
201
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
393
78993
201
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
27.84
60359
2168.05
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
38.4
83253
2168.05
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
18.56
112270
6049.05
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
25.6
154856
6049.05
Providing concrete for reinforced concrete RCC M-25 in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
62.31
437799
7026.15
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
88.23
619917
7026.15
Sand filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
144.82
317192
2190.25
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
237.55
520294
2190.25
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 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
24
19814
825.6
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
40
33024
825.6
PCC M-15 Ordinary grade (1:2.5:5) levelling course complete as per drawing and technical specification Clauses 800 and 1211 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
35.31
201737
5713.3
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
51.08
291835
5713.3
Providing concrete for reinforced concrete RCC M-30 in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
88.5
635740
7183.5
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
145.17
1042829
7183.5
Reinforced cement concrete RCC M-30 in substructure complete as per drawing and technical specification Clause 802,804,805,806,807,1202 and 1204 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
204.92
1576800
7694.9
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
310.83
2391806
7694.9
Plain cement concrete PCC M-20 in substructure complete as per drawing and technical specification Clause 802,804,805,806,807,1202 and 1204 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
33.3
229430
6890.2
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
42.05
289719
6890.2
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 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
101.23
608377
6009.85
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
163.44
982250
6009.85
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 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
252
46141
183.1
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
224
41014
183.1
Providing tar paper bearing including laying in proper position etc. complete. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
36.65
3628
99
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
53.5
5297
99
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
6.12
6646
1086
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
7.7
8362
1086
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
161.83
1474053
9108.65
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
244.32
2225425
9108.65
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 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
11.39
142262
12490.1
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
18.68
233315
12490.1
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
9.75
610321
62577.75
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
15.3
957377
62577.75
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
9.68
608489
62860.4
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
15.41
968490
62860.4
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
16.12
1044049
64763.3
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
24.52
1587867
64763.3
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 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
174.7
456640
2613.85
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
239.1
624972
2613.85
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
193.17
261629
1354.4
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
283.97
384609
1354.4
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. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
88.2
210794
2389.95
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
102.9
245926
2389.95
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 G. I. Pipes including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
64.6
108483
1679.3
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
94.52
158727
1679.3
Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
1.08
8256
7644
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
1.08
8256
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. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
496.74
1341
2.7
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
432.61
1168
2.7
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 as per Technical Specification Clause 301.4.1. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
133.1
3740
28.1
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
89.4
2512
28.1
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 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
174.28
9856
56.55
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
116.35
6580
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 compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
139.42
8135
58.35
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
29.09
1697
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
1169
445214
380.85
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
777.52
296118
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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
128.84
38839
301.45
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
171.77
51780
301.45
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 vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
163.09
310157
1901.8
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
108.39
206128
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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
108.47
334131
3080.4
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
55.08
169668
3080.4
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 SpecificationClause 405 WBM Grading- 3. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
54.23
167595
3090.45
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
27.54
85111
3090.45
Construction of Earthen Shoulders as per Technical Specification Clause 407 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
4.56
1384
303.55
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
39.44
11972
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
723.08
42806
59.2
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
367.15
21735
59.2
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 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
723.08
8207
11.35
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
367.15
4167
11.35
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 by paver finisher 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 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
723.08
116452
161.05
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
367.15
59350
161.65
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 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
723.08
43421
60.05
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
367.15
22084
60.15
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 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
90
54378
604.2
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
61
36856
604.2
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
17.75
11822
666
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
11.92
7939
666
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 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
2
29815
14907.35
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
2
29815
14907.35
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. ( SOR 2019-20 ) (Item No. 10.16 A) P.NO. 42 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
1
24107
24106.7
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
1
24107
24106.7
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. (SOR 2019-20 )(Item No. 10.21 (A) ) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
1
27148
27147.8
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
1
27148
27147.8
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications clause 1302 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
10.26
22915
2233.4
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
11.84
26443
2233.4
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
6.84
21768
3182.45
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
7.9
25141
3182.45
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. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
15
40995
2733
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
15
40995
2733
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
5
130
26
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
5
130
26
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. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
4
5408
1352
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
4
5408
1352
pplying 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 sti pulated retro-reflectance of the reflecting panel, to the Engineer. MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.3/900
30
10980
366
(2) MSH 09 (Mendhamal) To MDR 31 (Jiwanapur) Road at Ch.4/020
30
10980
366
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