Maharashtra Rural Road Development Agency Tender
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Maharashtra Rural Road Development Agency - MRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 May 2023
Closing Date12 Jun 2023
Tender AmountRefer Documents
Costs
EMD
₹ 13,25,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MRRDA_905858_7Bid Award Id
ViewTender No
MMGSY-II-ADB ROAD WORKS NANDEDTender Authority
Maharashtra Rural Road Development Agency ViewPurchaser Address
-Website
http://mahatenders.gov.in
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BOQ Items
Scarifying the existing bituminous road- Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
45843.75
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Excavation for roadwork in soil with hydraulic excavator -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
22005
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-
Earth work for Embankment-Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density
16503.75
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-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
17814.98
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Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
11522.1
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-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
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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.(Grade -1)
46.2
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-
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.(By Mechanical Means)
7220.39
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-
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
48135.94
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-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
48135.94
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-
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 as per Technical Specification Clause 508.
48135.94
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
48135.94
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-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound.....Specification Clause 1501
89.22
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm Dia
75
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-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
223.22
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-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
225
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-
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 side as directed by Engineer in charge etc complet. [ Item No- 11.1 (i)] Ordinary soil
756.64
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-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. [ Item No- 11.1 II ] Ordinary rock (not requiring blasting)
41.65
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-
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9[ Item No- 11.2, l ] Rubble Filling
91.95
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-
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing. (1000 mm dia.)
170
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-
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
19.44
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-
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for PCC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.[ Item No- 11.4,l ] P.C.C. grade M10 (i) Nominal mix1:3:6
186.88
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.[ Item No- 11.4-II ( i ) ] P.C.C. grade M15(i)Nominal mix1:2.5:5
167.45
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 [ Item No- 12.5,II ] P.C.C. grade M20 (i) Nominal mix1:1.5:3
29.6
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-
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
361.81
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-
Earthwork in excavation for foundation of structures up to 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and b[ Item No- 11.1 I( ii ) ] Ordinary soil
565.51
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-
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (Item No. 11.1 B / P.No. 45) Item No. 11.1 B
426.66
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-
Providing and laying R.C.C. M-25 in substructure complete as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 and 1204 (Item No. 12.2 (III) / P.No. 48)
37
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 ( item No. 14.1 / P.No.
120.96
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Providing concrete for plain cement concrete M-10 in open foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203 ( Item No. 11.4 (I) (i) / P.No. 46)
29.44
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 -P.C.C.Grade M-15 12.5-(I)-i-Basic rate
313.44
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-
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.911.2-I-Sand Filling -Basic Rate
582.12
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 -R.C.C.Grade M-30 13.-(III)-Basic rate
401.22
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Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 38 Kg./Cum.complete as per drawing and technical specifications Clauses 800 and 1206.313.5 -Basic rate
18.45
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing[ Item No- 12.9 ( 2 ) ] P.V.C. Pipe 100 mm dia
230
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-
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 120212.7-Basic rate
31.64
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-
Expansion joint with 25 mm thick bituminous pad13.16 -ii A -Basic rate
31.8
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-
Providing Tar paper bearing of approved quality in proper size etc. complete13.16 -v -Basic rateTar Paper bearing.
46.44
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-
Providing and fixing granite/ marble table of 15 mm to 18 mm thickness, including making goorve in wall / concrete surface filling joints with slurry, curing polishing, rounding edges, as required cleaning etc. complete of size and description as per deta
1.08
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Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2[ Item No- 13.8 ]
60
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-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
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Reinforced cement concrete M15 grade Boundary Pillar of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704 Boundary Pillar
200
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-
Reinforced cement concrete M15 grade 5 th Kilometer Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5 th Kilometer Stone
3
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-
Reinforced cement concrete M15 grade kOrdinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)
13
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-
Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200M Stone (Precast)
50
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-
Providing and fixing of typical MMGSY 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
2
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-
Direction and Place Identification signs more than 0.9 sqm size board Providing and erecting direction and place identification of retro reflectorised sign as per IRC-67 made of encapsulated lens type reflective sheeting vide claus 1701.2.3, fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on miled steel angle iron post 75mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Citizen information board
6.03
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Providing and fixing of retro reflectorised cautinary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over alumunium sheeting 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundations with M - 15 grade cement concrete 450mm X 450mm X 600mm, 600mm below ground level as per drawings and Technical Specifications Clause 1701.
29
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-
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
462.87
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-
White washing two coats for brickwork including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 (Item No. 15.13
483.51
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-
Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)"" (Rate as per PWD SSR 18-19 Item No. 7.31 / P.No. 96)
180
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-
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
120
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-
Improvement and Maintenance of road from MDR-12 Ashti te Yewli Tanda Pimpalgaon road Dist.Nanded.
-
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-
Bill No. 1 Site Clearance, Dismantling and Earth Works
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201
8.15
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-
Scarifying the existing bituminous road- Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
10350
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
114.6
-
-
Excavation for roadwork in soil with hydraulic excavator -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
15076.4
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-
Earth work for Embankment-Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density
9831.21
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
7459.49
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-
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
12696.94
-
-
Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
-
-
-
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.(Grade -1)
1625.34
-
-
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.(By Mechanical Means)
3506.81
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound.....Specification Clause 1501
280
-
-
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
23543.4
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-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
23543.4
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-
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 as per Technical Specification Clause 508.
23543.4
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-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
23543.4
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-
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
1728
-
-
Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
-
-
-
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 side as directed by Engineer in charge etc complet.
838.59
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-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
90
-
-
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble Filling
192.64
-
-
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for PCC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Nominal Mix1:3:6
380.31
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-
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing. (1000 mm dia.)
290
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-
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 750 mm Dia
50
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-
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.Nominal Mix1:2.5:5
761.29
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-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.23
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
40
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-
Providing and laying cement concrete wearing course M 30 grade Including reinforcement. complete as per drawing and technical specifications Clauses 800 and 1206.3
64.07
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
99.07
-
-
Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
-
-
-
Reinforced cement concrete M15 grade 5 th Kilometer Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5 th Kilometre Stone (precast)
1
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-
Reinforced cement concrete M15 grade 5 th Kilometer 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 Kilometre Stone (precast)
8
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-
For 200 mt stone
33
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Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
200
-
-
Providing and fixing of typical MMGSY 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
2
-
-
Direction and Place Identification signs more than 0.9 sqm size board Providing and erecting direction and place identification of retro reflectorised sign as per IRC-67 made of encapsulated lens type reflective sheeting vide claus 1701.2.3, fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on miled steel angle iron post 75mm x 75 mm x 6 mm 2 Nos. firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Citizen information board
2.7
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-
New Information Board
2.88
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-
Maintanance board
1.35
-
-
Direction and Place Identification signs upto 0.9 sqm size board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (600mm Equilateral Triangle)
2.83
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-
Direction and Place Identification signs upto 0.9 sqm size board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (600mm Equilateral Triangle)
4.32
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Direction and Place Identification signs upto 0.9 sqm size board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (800 x 600mm Rectangular)
4.8
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