Rural Development Department Tender
... More
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Aug 2023
Closing Date13 Sep 2023
Tender Amount₹ 5,61,69,247
Costs
EMD
₹ 2,81,000Document Cost
₹ 15,000Tender 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
2023_MMGSY_939862_3Bid Award Id
ViewTender No
21/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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.
15
7427
495.15
... More
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 Soil & Hard Murum
1463.73
86872
59.35
... More
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
146.37
11197
76.5
... More
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 compacted to meet requirement of Table 300.2 with all leads and lifts as per Technical Specification Clause 303.1.
1323.37
580630
438.75
... More
Construction of subgrade and earthen ShouldersConstruction 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 100% P.D.
3353.25
1579883
471.15
... More
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
845.2
1673326
1979.8
... More
WBM Grading 2 (Crushable Screenings)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
1227.16
2521752
2054.95
... More
WBM Grading 2 (using Crusher Broken Metal & stone screening)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.
1268.41
2963830
2336.65
... More
Modified Penetration Macadam 50 mm thickModified Penetration Macadam 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.
16362
4261482
260.45
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
16362
201252
12.3
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means
16362
2402759
146.85
... More
Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means
16362
1164974
71.2
... More
Reinforced cement concrete M15 grade kilometre 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 Kilometer Stone (Precast)
5
13398
2679.75
... More
Reinforced cement concrete M15 grade kilometre 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 m stone (precast)
16
8889
555.6
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Reinforced cement concrete M15 grade boundary pillars ( Edge Stones) / 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
383
242860
634.1
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Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specification sand latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600 mm size, rivete dwith MS angle ironframe of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle ironframe of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat ironframe will be done neatly to have plain surface on one side. The angle ironframe of Both the plates will be welded to a 75mmx75mmx12 swg Mild steel post at/Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200 mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY/PMGSY logo, letters and numeral sonthe 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 ClassA or ClassB type retroreflective sheeting using modern technology printing plat form. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The in k sused for printing shall be ecofriendly with VOC emissions complying to UL2801 standards and specifications for the different kinds of plat forms. The printe dsign shall be laminated by UV protected laminate and shall carry awarranty of 5 years & 7 years for ClassA and ClassB sheeting respectively for traffic colors.” All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1(B) and as directed by Engineerin-charge. A warranty for 5/7 years for the Retroreflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.(SOR ITEM NO.10.16 ) A) Retro Reflective sheeting class-A
2
31290
15645.3
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Direction and Place Identification signs with size more than 0.9 sqm size board (Village Name Board)Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4 mmt hick ACP sheet supported with Back support frame of 35x35x5 mm mild steel angle with are as not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm-3.5mt rheight, firmly fixed to the ground by means of properly designed foundation of M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level complete (as per MoRT & H specification No.801) (for area Less than 0.9 sqm). 7 Both border & background shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. The reshall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
SOR Item no. 10.3 (B)
1.8
58604
32557.85
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm equilateral triangle
8
32314
4039.35
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm x 450 mm rectangular
6
60902
10150.35
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm Circular
8
48762
6095.25
... More
MMGSY/PMGSY Citizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specification sand latest PMGSY Sign age 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 35x35x5mm thic kM. Sangle shall be welded by two vertical M.S angle of 5mm thick to 75mmx75mm of 12 SWG square tubes/75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mmx600mmx75mm, below ground level . MMGSY/PMGSY logo, letter sand numer also n the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD section1700 specifications (Refer Circuler no. NRRDA-P 013 (11) /3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo /MMGSY Logo/Project descriptionon ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The inks used for printing shall bee co friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of plat forms. 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 post sand 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 A) Retro Reflective Class-A Sheeting
2
60210
30105.05
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
204
135150
662.5
... More
Providing and laying reinforced cement concrete pipe NP2-600 mm 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.
200
573930
2869.65
... More
Providing and laying pitching on slopes Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
11.5
16183
1407.3
... More
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 (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (SOR ITEM NO. 6.4 )
82.5
649539
7873.2
... More
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.(SOR ITEM NO. 11.1 )Ordinary soil
136.97
77285
564.25
... More
Providing dry rubble stone soling including hand packing etc.complete.
26.33
11652
442.55
... More
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10
6.37
35152
5518.4
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15 and Painting , Whaitewashig etc Complete
175.18
1038661
5929.15
... More
Providing and laying reinforced cement concrete pipe NP3 -1000 mm 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.
33.6
251778
7493.4
... More
2) Pathari to Dongaon Road (LR - 36 , VR - 45 ) km 0/000 to 2/500 Block - North Solapur
-
-
-
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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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.In area of non-thorny jungle
1
31214
31214.8
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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.By Mechanical Means
123.48
63388
513.35
... More
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.
45
22281
495.15
... More
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 Soil & Hard Murum
1848.52
109709
59.35
... More
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
184.85
14141
76.5
... More
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 compacted to meet requirement of Table 300.2 with all leads and lifts as per Technical Specification Clause 303.1.
5144.94
2257340
438.75
... More
Construction of subgrade and earthen ShouldersConstruction 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 100% P.D.
4780.88
2252509
471.15
... More
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
893.58
1825226
2042.6
... More
WBM Grading 2 (Crushable Screenings)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
610.56
1293318
2118.25
... More
WBM Grading 2 (using Crusher Broken Metal & stone screening)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.
610.56
1473952
2414.1
... More
Modified Penetration Macadam 50 mm 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.
8140.8
2205749
270.95
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
8140.8
100131
12.3
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means
8140.8
1208094
148.4
... More
Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means
8140.8
584916
71.85
... More
Reinforced cement concrete M15 grade kilometre 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 Kilometer Stone (Precast)
3
8039
2679.75
... More
Reinforced cement concrete M15 grade kilometre 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 m stone (precast)
11
6111
555.6
... More
Reinforced cement concrete M15 grade boundary pillars ( Edge Stones) / 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
300
190230
634.1
... More
Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specification sand latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600 mm size, rivete dwith MS angle ironframe of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle ironframe of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat ironframe will be done neatly to have plain surface on one side. The angle ironframe of Both the plates will be welded to a 75mmx75mmx12 swg Mild steel post at/Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200 mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY/PMGSY logo, letters and numeral sonthe 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 ClassA or ClassB type retroreflective sheeting using modern technology printing plat form. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The in k sused for printing shall be ecofriendly with VOC emissions complying to UL2801 standards and specifications for the different kinds of plat forms. The printe dsign shall be laminated by UV protected laminate and shall carry awarranty of 5 years & 7 years for ClassA and ClassB sheeting respectively for traffic colors.” All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1(B) and as directed by Engineerin-charge. A warranty for 5/7 years for the Retroreflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.(SOR ITEM NO.10.16 ) A) Retro Reflective sheeting class-A
2
31290
15645.3
... More
Direction and Place Identification signs with size more than 0.9 sqm size board (Village Name Board)Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4 mmt hick ACP sheet supported with Back support frame of 35x35x5 mm mild steel angle with are as not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm-3.5mt rheight, firmly fixed to the ground by means of properly designed foundation of M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level complete (as per MoRT & H specification No.801) (for area Less than 0.9 sqm). 7 Both border & background shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. The reshall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
SOR Item no. 10.3 (B)
1.8
58604
32557.85
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm equilateral triangle
4
16157
4039.35
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm x 450 mm rectangular
4
40601
10150.35
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm Circular
4
24381
6095.25
... More
MMGSY/PMGSY Citizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specification sand latest PMGSY Sign age 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 35x35x5mm thic kM. Sangle shall be welded by two vertical M.S angle of 5mm thick to 75mmx75mm of 12 SWG square tubes/75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mmx600mmx75mm, below ground level . MMGSY/PMGSY logo, letter sand numer also n the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD section1700 specifications (Refer Circuler no. NRRDA-P 013 (11) /3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo /MMGSY Logo/Project descriptionon ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The inks used for printing shall bee co friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of plat forms. 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 post sand 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 A) Retro Reflective Class-A Sheeting
2
59642
29821.05
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
63.6
42135
662.5
... More
Providing and laying reinforced cement concrete pipe NP2 -600 mm 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.
125
358706
2869.65
... More
Providing and laying pitching on slopes Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
5.75
8091
1407.3
... More
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.(SOR ITEM NO. 11.1 )Ordinary soil
153.43
86572
564.25
... More
Providing dry rubble stone soling including hand packing etc.complete.
6.48
2867
442.55
... More
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10
7.79
42988
5518.4
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15 and Painting , Whaitewashig etc Complete
176.51
1046536
5929.15
... More
Providing and laying reinforced cement concrete pipe NP3 -1000 mm 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.
33.6
251778
7493.4
... More
3) MDR - 64 to Koliwasti ( LR - 60, VR-55 ) Km - 0/000 to 3/300 Block - South Solapur
-
-
-
... More
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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.In area of non-thorny jungle
1.32
41203
31214.8
... More
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.By Mechanical Means
20.58
10564
513.35
... More
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.
7.5
3713
495.15
... More
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 Soil & Hard Murum
4362.64
258922
59.35
... More
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
436.26
33373
76.5
... More
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 compacted to meet requirement of Table 300.2 with all leads and lifts as per Technical Specification Clause 303.1.
5184.38
2494464
481.15
... More
Construction of subgrade and earthen ShouldersConstruction 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 100% P.D.
7113.32
3351438
471.15
... More
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
1125.18
2368953
2105.4
... More
WBM Grading 2 (Crushable Screenings)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
762.32
1663077
2181.6
... More
WBM Grading 2 (using Crusher Broken Metal & stone screening)Modified Penetration Macadam 50 mm 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.
762.32
1899358
2491.55
... More
Modified Penetration Macadam 50 mm 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.
10164.3
2860234
281.4
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
10164.3
125020
12.3
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means
10164.3
1524136
149.95
... More
Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means
10164.3
736911
72.5
... More
Reinforced cement concrete M15 grade kilometre 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 Kilometer Stone (Precast)
4
10719
2679.75
... More
Reinforced cement concrete M15 grade kilometre 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 m stone (precast)
14
7778
555.6
... More
Reinforced cement concrete M15 grade boundary pillars ( Edge Stones) / 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
241
152818
634.1
... More
Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specification sand latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600 mm size, rivete dwith MS angle ironframe of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle ironframe of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat ironframe will be done neatly to have plain surface on one side. The angle ironframe of Both the plates will be welded to a 75mmx75mmx12 swg Mild steel post at/Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200 mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY/PMGSY logo, letters and numeral sonthe 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 ClassA or ClassB type retroreflective sheeting using modern technology printing plat form. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The in k sused for printing shall be ecofriendly with VOC emissions complying to UL2801 standards and specifications for the different kinds of plat forms. The printe dsign shall be laminated by UV protected laminate and shall carry awarranty of 5 years & 7 years for ClassA and ClassB sheeting respectively for traffic colors.” All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1(B) and as directed by Engineerin-charge. A warranty for 5/7 years for the Retroreflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.(SOR ITEM NO.10.16 ) A) Retro Reflective sheeting class-A
2
31290
15645.3
... More
Direction and Place Identification signs with size more than 0.9 sqm size board (Village Name Board)Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4 mmt hick ACP sheet supported with Back support frame of 35x35x5 mm mild steel angle with are as not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm-3.5mt rheight, firmly fixed to the ground by means of properly designed foundation of M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level complete (as per MoRT & H specification No.801) (for area Less than 0.9 sqm). 7 Both border & background shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. The reshall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
SOR Item no. 10.3 (B)
1.8
58604
32557.85
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm equilateral triangle
6
24236
4039.35
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm x 450 mm rectangular
4
40601
10150.35
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm Circular
6
36571
6095.25
... More
MMGSY/PMGSY Citizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specification sand latest PMGSY Sign age 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 35x35x5mm thic kM. Sangle shall be welded by two vertical M.S angle of 5mm thick to 75mmx75mm of 12 SWG square tubes/75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mmx600mmx75mm, below ground level . MMGSY/PMGSY logo, letter sand numer also n the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD section1700 specifications (Refer Circuler no. NRRDA-P 013 (11) /3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo /MMGSY Logo/Project descriptionon ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The inks used for printing shall bee co friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of plat forms. 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 post sand 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 A) Retro Reflective Class-A Sheeting
2
60210
30105.05
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
38.1
25241
662.5
... More
Providing and laying reinforced cement concrete pipe NP2 -600 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.
75
215223
2869.65
... More
Providing and laying pitching on slopes Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
5.75
8091
1407.3
... More
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.(SOR ITEM NO. 11.1 )Ordinary soil
164.59
92869
564.25
... More
Providing dry rubble stone soling including hand packing etc.complete.
6.48
2867
442.55
... More
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10
9.1
50217
5518.4
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15 and Painting , Whaitewashig etc Complete
190.76
1131026
5929.15
... More
Providing and laying reinforced cement concrete pipe NP3 - 1000 mm 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.
33.6
251778
7493.4
... More
I) 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
15
2882
192.15
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.08
5104
68055.2
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