Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
10 Oct 2019Closing Date
9 Nov 2019Tender Amount
₹ 16,42,01,000Costs
EMD
₹ 32,84,000Document Cost
Refer DocumentsTender 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
2019_JKRRD_82559_1Bid Award Id
ViewTender No
JK14614611608Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying of plain cement concrete of Grade M-15 (1:2.5:5 nominal mix) in foundation complete as per drawings & Technical specifications Clauses 802, 803, 1202 and 1203. including all carriages of materials by MT, leads, lifts etc complete.
257
-
4660.82
Providing and laying of plain cement concrete of Grade M-15 (1:2.5:5 nominal mix) in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. including all carriages of materials by MT, leads, lifts etc complete.
339.54
-
4893.82
Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in foundation/sub- structure including leveling up as specified level with M-5 nominal mix with size of stone aggregate 20mm nominal including cost of through/bond stones , including all carriages of materials by MT, leads, lifts, handling, and re-handling complete.
1190
-
3910.65
Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, also including all carriages of materials by MT, leads, lifts, handling, and re-handling complete.
879.83
-
2733.17
Providing and laying of plain cement concrete of PCC Grade M-20 (1:2:4 nominal mix) in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204.including all carriages of materials by MT, leads, lifts, handling, and re-handling complete.
51
-
5521.84
Providing and laying reinforced cement concrete NP3 pipes conforming to IS 458:2003 for culverts material in single row including fixing collar with cement motar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all carriages of materials by MT, leads, lifts, handling, and re-handling complete. and including cost of pipes complete. 1000 mm Dia.
15
-
5437
Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 including all carriages of materials by MT, leads, lifts, handling, and re-handling complete.
508.39
-
1044.66
Providing and laying of Gabion laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100 mm mesh ( woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing & technical specifications, Clause 1301 including all carriages of materials by MT, leads and lifts etc. Complete.
8.64
-
2114.66
Filling earth in foundation trenches as per drawings and technical specifications clause 305.3.9
19.92
-
182
Providing and laying of reinforced cement concrete of Grade M-20 in sub structure as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 &1204 excluding reinforcement but including curing , cost of form work , all leads, lifts and carriages complete.
7.8
-
5777.84
Supplying, fitting and placing of HYSD bar reinforcement (FE 415) in Sub structure complete as per drawings & Technical specification Clauses 1002, 1005, 1010 and 1202. Including cost of binding wire and alsoincluding all carriages of materials by MT, leads, lifts, handling, and re-handling complete.by mechanical transport complete.
0.58
-
74198.27
Preration of Sub-grade by way of Compacting Origional ground, supporting sub-grade, loosening of the ground upto a level of 300 mm below the sub grade level watered , graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical specification Clause 303.5.2 including Clearance of longtitudinal Drain , Surface corrections by way of filing of ruts , clearance of lanslides wherever exists removal of vegetation of all sorts including all leads and lifts and safe disposal of the same without damaging Public / Private properties ( Complete Job ).
-
-
-
Km 1st
1
-
38049.9
Km 2nd
1
-
38049.9
Km 3rd
1
-
38049.9
Km 4th
1
-
38049.9
Km 5th
1
-
38049.9
Km 6th
1
-
38049.9
Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1) 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 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all carriages of materials by MT leads , lifts, loading and Un-loading complete for Grading I Material. (200mm thick).
4348.56
-
1336.84
Providing, laying, spreading & compacting stone aggregate of specific sizes to wet mix macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN roller 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 as per Technical Specification Clause 405 including all carriages of materials by MT leads , lifts, loading and Un-loading complete By Mechanical Means (75 mm thick).
1493.1
-
1722.21
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 i including all carriages of materials by MT leads , lifts, loading and Un-loading complete (Low Porosity)
19908
-
51.57
Providing and applying Tack Coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared dry and hungry bituminous surface treated with primer and cleaned with Hydraulic broom as per technical specification clause 503 including all carriages of materials by MT leads , lifts, loading and Un-loading complete
19908
-
18.18
Providing, laying and rolling of open-graded premix carpet with of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, 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 Type-B as per technical specification clause 508 including all carriages of materials by MT leads , lifts, loading and Un-loading completeBy Mechanical Means : Bitumen (S-90) (20 mm thick).
19908
-
167.35
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 including all carriages of materials by MT leads , lifts, loading and Un-loading complete By Mechanical Means : Bitumen (S-90) Type B
19908
-
63.25
Construction of Subgrade and earthen Shoulders with approved material obtained from trench cutting with all lifts and leads, spreading, grading to required slope and compacted to meet requirements of Table 300.2 as per technical specification clause 303.1 including all carriages of materials by MT leads , lifts, loading and Un-loading complete
3456
-
280
Providing and fixing of Typical PMGSY Citizen Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm 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 02 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG Steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. 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.
6
-
14450
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specifications Clause 801.
18
-
1492
Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. Ordinary Km Stone (Precast)
6
-
3329
Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. 200 mtr. Stones (Precast)
30
-
463
ii) Construction and Maintenance of Road from "L021 Gran to Sukhalgath Part-II"(Stage-II) Package No:- JK14-611 Regular PMGSY, Batch-I ,2018-19 Block- Reasi District-Reasi
-
-
-
Excavation for Structures:-Earthwork in excavation for structures in all sorts/classifications i.e, 70% soil, 20% ordinary rock, 10% Hard Rock by blasting or any other means as per drawings and Technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposing of surplus, un-serviceable Excavated earth as directed at site for safe disposal of same without damaging private/public property, dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required.
2556.1
-
363
Providing and lying of plain cement concrete in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203. including form work and curing with cement concrete grade M-10 (1:3:6 nominal mix) including all carriages of materials by MT, leads and lifts etc complete.
337.5
-
5273.9
Providing and laying of plain cement concrete of Grade M-15 (1:2.5:5 nominal mix) in foundation complete as per drawings & Technical specifications Clauses 802, 803, 1202 and 1203. Including cost of curing ,form work ,all carriages of materials by MT, leads and lifts etc complete.
384
-
5399.37
Providing and laying of plain cement concrete of Grade M-15 (1:2.5:5 nominal mix) in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Iincluding all carriages of materials by MT, leads and lifts etc complete.
432
-
5632.37
Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in foundation/sub- structure including leveling up as specified level with M-5 nominal mix with size of stone aggregate 20mm nominal including cost of through/bond stones , including all carriages of materials by MT, leads, lifts, handling, and re-handling complete .
1759.25
-
4524.65
Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, also including all leads, lifts, carriages, handling and re-handling complete.
1067.5
-
3187.95
Providing and laying of plain cement concrete of PCC Grade M-20(1:2:4 nominal mix) in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. including all carriages of materials by MT, leads and lifts etc complete.
41.52
-
6277.4
Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 also including all carriages of materials by MT, leads, lifts, handling and re-handling complete.
697.25
-
1499.44
Preration of Sub-grade by way of Compacting Origional ground, supporting sub-grade, loosening of the ground upto a level of 300 mm below the sub grade level watered , graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical specification Clause 303.5.2 including Clearance of longtitudinal Drain , Surface corrections by way of filing of ruts , clearance of lanslides wherever exists removal of vegetation of all sorts including all leads and lifts and safe disposal of the same without damaging Public / Private properties ( Complete Job ).
-
-
-
Km 1st
1
-
37627.33
Km 2nd
1
-
37627.33
Km 3rd
1
-
37627.33
Km 4th
1
-
37627.33
Km 5th
1
-
37627.33
Km 6th
1
-
37627.33
Km 7th
1
-
37627.33
Km 8th
1
-
37627.33
Km 9th
1
-
37627.33
Km 10th
1
-
37627.33
Km 11th
1
-
37627.33
Km 12th
1
-
37627.33
Km 13th
1
-
37627.33
Km 14th
1
-
37627.33
Km 15th
1
-
37627.33
Km 16th (RD 0-125)
0.125
-
37627.33
Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1) 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 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all carriges of materials by MT, leads , lifts, loading and Un-loading complete for Grading I Material. 300mm thick.
16260.38
-
1967.92
Providing, laying, spreading & compacting stone aggregate of specific sizes to wet mix macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN roller 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 as per Technical Specification Clause 405. including all carriages of materials by MT, leads and lifts etc complete. . By Mechanical Means (75 mm thick).
3776.2
-
2344.38
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 including all carriges of materials by MT, leads , lifts, loading and Un-loading complete. (Low Porosity)
49602.37
-
51.89
Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503 including all carriges of materials by MT, leads , lifts, loading and Un-loading complete
99204.74
-
18.29
Providing & laying 50 mm thick bituminous macadam wearing coat with hot mix plant using crushed aggregates of Grading as per Table 500.4 premixed with bituminous binder, transporter to site upto a lead of 1000 mtr laid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compaction as per Technical Specifications Clause 504 including all carriges of materials by MT, leads , lifts, loading and Un-loading complete
2480.11
-
9133.24
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 82-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat Type-B as per technical specification clause 508 including all carriges of materials by MT, leads , lifts, loading and Un-loading complete By Mechanical Means : Bitumen (S-90) (20 mm thick).
49602.37
-
181.24
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 including all carriges of materials by MT, leads , lifts, loading and Un-loading complete. By Mechanical Means : Bitumen (S-90)
49602.37
-
66.02
Construction of Subgrade and earthen Shoulders with approved material obtained from trench cutting with all lifts and leads, spreading, grading to required slope and compacted to meet requirements of Table 300.2 as per technical specification clause 303.1 including all carriges of materials by MT, leads , lifts, loading and Un-loading complete
15609
-
280
Providing and fixing of Typical PMGSY Citizen Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm 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 02 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG Steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. 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.
9
-
14450
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specifications Clause 801.
46
-
1492
Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. Ordinary Km Stone (Precast)
16
-
3329
Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. 200 mtr. Stones (Precast)
76
-
463
iii)Construction and Maintenance of Road from "L053 Bhaga to Lalesa Marel"(Stage-II) Package No:- JK14-608 Regular PMGSY, Batch-I ,2018-19 Block- Reasi District-Reasi
-
-
-
Excavation for Structures:-Earthwork in excavation for structures in all sorts/classifications i.e, 70% soil, 20% ordinary rock, 10% Hard Rock by blasting or any other means as per drawings and Technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposing of surplus, un-serviceable Excavated earth as directed at site for safe disposal of same without damaging private/public property, dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required.
1385.39
-
363
Providing and lying of plain cement concrete in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203. including form work and curing with cement concrete grade M-10 (1:3:6 nominal mix) including all carriages of materials by MT, leads and lifts etc. complete.
178.25
-
4438.33
Providing and laying of plain cement concrete of Grade M-15 (1:2.5:5 nominal mix) in foundation complete as per drawings & Technical specifications Clauses 802, 803, 1202 and 1203.ncluding all carriages of materials by MT, leads and lifts etc. complete.
233.47
-
4552.18
Providing and laying of plain cement concrete of Grade M-15 (1:2.5:5 nominal mix) in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. ncluding all carriages of materials by MT, leads and lifts etc. complete.
162
-
4785.18
Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in foundation/sub- structure including leveling up as specified level with M-5 nominal mix with size of stone aggregate 20mm nominal including cost of through/bond stones , including all carriges of materials by MT, leads, lifts, handling, and re-handling complete.
842.82
-
3826.35
Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, also including all carriges of materials by MT, leads, lifts, handling, and re-handling complete.
556.42
-
2671.87
Providing and laying of plain cement concrete of PCC Grade M-20(1:2:4 nominal mix) in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. ncluding all carriages of materials by MT, leads and lifts etc. complete.
38.51
-
5404.66
Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 also including all carriages of materials by MT, leads, lifts, handling and re-handling complete.
347.85
-
983.36
Preration of Sub-grade by way of Compacting Origional ground, supporting sub-grade, loosening of the ground upto a level of 300 mm below the sub grade level watered , graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical specification Clause 303.5.2 including Clearance of longtitudinal Drain , Surface corrections by way of filing of ruts , clearance of lanslides wherever exists removal of vegetation of all sorts including all carriages of materials by MT, leads and lifts etc and safe disposal of the same without damaging Public / Private properties ( Complete Job ).
-
-
-
Km 1st
1
-
37613.43
Km 2nd
1
-
37613.43
Km 3rd
1
-
37613.43
Km 4th (RD 0-900)
0.9
-
37613.43
Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1) 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 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all carriges of materials by MT, leads, lifts, handling, and re-handling complete. for Grading I Material. (200 mm thick).
2794.14
-
1251.8
Providing, laying, spreading & compacting stone aggregate of specific sizes to wet mix macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN roller 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 as per Technical Specification Clause 405.including all carriges of materials by MT, leads, lifts, handling, and re-handling complete. By Mechanical Means (75 mm thick).
959.95
-
1633.62
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 502including all carriges of materials by MT, leads, lifts, handling, and re-handling complete. (Low Porosity)
12799.5
-
51.5
Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503 including all carriges of materials by MT, leads, lifts, handling, and re-handling complete.
12799.5
-
18.16
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 82-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat Type-B as per technical specification clause 508 including all carriges of materials by MT, leads, lifts, handling, and re-handling complete.. By Mechanical Means : Bitumen (S-90) (20 mm thick).
12799.5
-
165.41
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 510including all carriges of materials by MT, leads, lifts, handling, and re-handling complete.. By Mechanical Means : Bitumen (S-90)
12799.5
-
62.84
Construction of Subgrade and earthen Shoulders with approved material obtained from trench cutting with all lifts and leads, spreading, grading to required slope and compacted to meet requirements of Table 300.2 as per technical specification clause 303.1 including all carriges of materials by MT, leads, lifts, handling, and re-handling complete.
2761.2
-
280
Providing and fixing of Typical PMGSY Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm 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 02 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG Steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. 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.
5
-
14450
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specifications Clause 801.
12
-
1492
Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. Ordinary Km Stone (Precast)
4
-
3329
Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. 200 mtr. Stones (Precast)
20
-
463
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