Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Oct 2023
Closing Date12 Jan 2024
Tender Amount₹ 7,43,73,607
Costs
EMD
₹ 3,71,868Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEMAH_128528_5Tender No
CE-MRRDA SE-6 KONKAN EE-SindhudurgTender 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
... More
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 By Mechanical Means (Bituminous Courses)
9120
115550
12.67
... 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
4916.37
275267
55.99
... More
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
1340.83
114976
85.75
... More
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
2681.66
1006775
375.43
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Construction of Embankment with Material Obtained from Roadway Cutting
6057.64
437119
72.16
... More
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 5000 m as per Technical specification 301.5 Construction of Embankment with Material Obtained from Borrow Pits
2922.17
1133597
387.93
... 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 lead upto 5000 m as per Technical Specification Clause 303.1.Construction of earthen shoulders with Material Available from Borrow Pit
3582.4
1355830
378.47
... 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. (I) For Grading I Material Granular sub-base with Well Graded Material(Table 400.1)
990.81
1853230
1870.42
... More
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. .WBM Grading-II (Crushable Screenings)
1806.6
3514830
1945.55
... More
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading III (Stone Screening)
1269.39
2805478
2210.1
... More
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
16925.25
1265500
74.77
... More
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.
16925.25
212750
12.57
... 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 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508..(excluding seal coat) ( OGPC-Waste Plastic) )
17693.25
2676104
151.25
... More
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. (Using Type A)
17147.25
1247119
72.73
... More
Providing and fixing Cautionary /Warning sign boards in aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Equilateral triangle
8
30776
3847
... More
Providing and fixing Cautionary /Warning sign boards in aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Circular
4
18192
4548
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Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs. 900 X 600 Reactangular
3
16728
5576
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Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs 600 x450 mm Reactangular
3
12885
4295
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Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs 600 mm X 600 mm Sqaure
3
14133
4711
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
29519
14759.73
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MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
2
56802
28401
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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
12640
2528.07
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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)
18
9434
524.16
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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(0.9 Sqm. Board)
4.5
16516
3670.27
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Providing and fixing of Road Stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a s
340
99280
292
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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
288
172284
598.21
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STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof.
40
54080
1352
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Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade /colour of 2.5mm thick including 1.5Refractive index reflectorizing glass beads @250 gm/sqm.Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015 .Initial Dry reflectivity RL shall be 250 mcd/sqm /lux measured in the initial 7days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd /sqm /lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner , Easylux , Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5.The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer - in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
416.64
277482
666
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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
160
31667
197.92
... 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. Rubble Stone Masonry in Cement Mortar
124.34
23475
188.8
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Cement Concrete
14.6
11137
762.81
... 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. (Item No 2.13) (B) Above 600 mm to 900 mm dia Hume pipe
37.5
17516
467.11
... 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. Ordinary Soil
1139.76
606728
532.33
... More
Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material. ( Item No 11.1 (I) Ordinary rock (not requiring blasting)
81.62
46312
567.42
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C grade M 10) Nominal mix 1:3:6
130.68
707517
5414.12
... More
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 M15 (Nominal mix (1:2:5:5:)
966.05
5582600
5778.79
... More
Providing dry rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete, Dry wall Masonary to be constructed
31.8
77129
2425.47
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.43
151207
62225.47
... More
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. FOR NP2 (600mm Dia.)
45
80415
1787
... More
Providing and laying reinforced cement concrete pipe NP3 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. FOR NP3 (600mm Dia.)
45
148410
3298
... More
Providing and laying reinforced cement concrete pipe NP3 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.. For NP-3 (1000 MM DIA. )
45
318116
7069.25
... More
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
604
109487
181.27
... More
Filling the trench as per drawing and technical specification clause 305.3.9 Rubble soling
77.3
151305
1957.38
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material)
271.8
409314
1505.94
... More
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"
150
736800
4912
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
4774
4105
0.86
... More
B)Proposed Improvement / Upgradation of Shravan Pandlos Math Budruk Road in Taluka :- MALVAN , District :- Sindhudurg
-
-
-
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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.(II) By Mechanical Means (In area of thorny jungle) 40%
0.5
18127
36254.12
... 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.(II) By Mechanical Means (In area of non-thorny jungle) 60%
0.75
22085
29447.91
... More
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 By Mechanical Means (Bituminous Courses)
4080
51693
12.67
... 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
5921.01
331517
55.99
... More
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
1366.39
117167
85.75
... More
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
1821.85
683977
375.43
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Construction of Embankment with Material Obtained from Roadway Cutting
7594.46
548016
72.16
... More
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 5000 m as per Technical specification 301.5 Construction of Embankment with Material Obtained from Borrow Pits
189.93
73679
387.93
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.Construction of earthen shoulders with Material Available from Roadway cutting
3496.41
252300
72.16
... 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 lead upto 5000 m as per Technical Specification Clause 303.1.Construction of earthen shoulders with Material Available from Borrow Pit
534.25
202197
378.47
... 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. (II) For Grading II Material Granular sub-base with Well Graded Material(Table 400.1)
978.63
1826828
1866.72
... More
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. .WBM Grading-II (Crushable Screenings)
916.76
1783602
1945.55
... More
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading III (Stone Screening)
892.13
1971696
2210.1
... More
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
11895
888556
74.7
... More
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.
11895
149282
12.55
... More
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (TypeA) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 50 , Use Type B
12355.8
2557032
206.95
... More
Construction of dry lean cement concrete Sub-Base over a prepared Sub-grade with coarse and fine aggregate conforming to IS:383,the size of coarse aggregate not exceeding 25mm,cement content not to be less then 150kg/cum,optimum moisture content to be determined during trial length construction , concrete strength not to be less then 10 Mpa at 7day ,mixed in a batching plant/ Weight batch mixer,transported to site with all leads and lifts,laid with a paver with electronic sensor / by suitable means as approved by Engineer-in-charges,compacting with vibratory roller ,finishing,curing and including preparation of Sub-grade Surface if required etc.complete
37.5
168614
4496.38
... More
Providing and laying White Topping as per IRC-SP 76-2015 over bituminous surface (Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) at 357kg/cum and 105 kgs of Fly Ash (Replacement of Fly Ash to the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, sealing joints labour and HOM of machineries etc. complete as per specifications.
56.25
469263
8342.46
... More
Providing and fixing position TMT FE 500, 25 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and 300.00 cm C/C and wherever directed including handling, straightning, necessary cutting supported by TMT FE 500, chairs with proper alignment by using propperly designed assembly of bulkheads lubricating half length with bitumen paint as directed etc. complete.
208.33
82082
394
... More
Providing and laying 125 micron Low Density Poly ethylene (LDPE)sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.
375
11250
30
... More
Cutting transverse contraction joints 3 to 4mm wide and depth 60mm.. in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay/slab etc. complete including subsequent widening of the groove 8 to 10mm. wide at top having depth of15mm.as directed by Engineer incharge.
646.25
49115
76
... More
Providing to contraction joints polysuphide sealent (Pouring grade)confirming to BS:5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox.25% larger than the initial 3mm.to 4mm.joint) overlaid with bond breaking tape as per detailed drawing.Item includes cleaning the joints with water jet/air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.
646.25
200983
311
... More
Providing and fixing Cautionary /Warning sign boards in aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Equilateral triangle
8
30776
3847
... More
Providing and fixing Cautionary /Warning sign boards in aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Circular
8
36384
4548
... More
Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs. 900 X 600 Reactangular
3
16728
5576
... More
Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs 600 x450 mm Reactangular
3
12885
4295
... More
Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs 600 mm X 600 mm Sqaure
3
14133
4711
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
29519
14759.73
... More
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
2
56802
28401
... 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
10112
2528.07
... 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)
13
6814
524.16
... More
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(0.9 Sqm. Board)
4.5
16516
3670.27
... More
Providing and fixing of Road Stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a s
63
18396
292
... More
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
334
199802
598.21
... More
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof.
80
108160
1352
... More
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade /colour of 2.5mm thick including 1.5Refractive index reflectorizing glass beads @250 gm/sqm.Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015 .Initial Dry reflectivity RL shall be 250 mcd/sqm /lux measured in the initial 7days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd /sqm /lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner , Easylux , Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5.The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer - in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
282.6
188211
666
... More
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
236
46709
197.92
... 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. Rubble Stone Masonry in Cement Mortar
188.82
35649
188.8
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Cement Concrete
11.3
8619
762.81
... 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. (Item No 2.13) (B) Above 600 mm to 900 mm dia Hume pipe
90
42039
467.11
... 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. Ordinary Soil
945.72
503435
532.33
... More
Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material. ( Item No 11.1 (I) Ordinary rock (not requiring blasting)
205.18
116423
567.42
... More
Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material. ( Item No 11.1 (I) Hard rock (blasting prohibited)
41.4
35379
854.58
... More
Dewatering on BHP basis by using water pump including diversion of stream ,providing cofferdams, earthern bunds etc.as may be necessary for foundation and other parts of the the work sand pumping out water during and after excavation as may be required by using 5.0to9.0 BHP pump etc.complete.(prior approval of Superintending Engineer will be necessary)
93
18693
201
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C grade M 10) Nominal mix 1:3:6
81.22
448899
5526.96
... More
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 M15 (Nominal mix (1:2:5:5:)
567.94
3347370
5893.88
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C grade M 15) Nominal mix 1:2.5:5
38.24
209684
5483.37
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, R.C.C. grade M 25
37.1
260345
7017.4
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 30
119.38
904197
7574.11
... More
Providing dry rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete, Dry wall Masonary to be constructed
31.8
77129
2425.47
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.56
220861
62039.77
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.45
277322
62319.65
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.9
186190
64203.69
... More
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. FOR NP2 (600mm Dia.)
40
71480
1787
... More
Providing and laying reinforced cement concrete pipe NP3 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. FOR NP3 (600mm Dia.)
30
98940
3298
... More
Providing and laying reinforced cement concrete pipe NP3 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.. For NP-3 (1000 MM DIA. )
90
636232
7069.25
... More
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
278
50393
181.27
... More
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
32
26157
817.43
... More
Filling the trench as per drawing and technical specification clause 305.3.9 Rubble soling
133.2
260723
1957.38
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (I) Sand Filling
70.54
167246
2370.94
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
38.69
88083
2276.66
... More
Providing and filling joint sealing compound with coarse sand and 6%bitumen by weight as per drawings and technical specifications etc. complete.
106.5
4899
46
... More
Providing expansion joints with 25 mm thick bituminous pad as per detailed drawings etc.complete.
1.91
2074
1086
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material)
90
135534
1505.94
... More
Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
39
118673
3042.92
... More
Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
22.77
272063
11948.31
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
45.8
86321
1884.74
... More
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
75
128005
1706.74
... More
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"
100
491200
4912
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
3000
2580
0.86
... More
C) Proposed Improvement / Upgradation OF Masure Dangmode Belachiwadi Viran Road in Taluka :- MALVAN, District :- Sindhudurg
-
-
-
... 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.(II) By Mechanical Means (In area of thorny jungle) 40%
0.51
18489
36254.12
... 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.(II) By Mechanical Means (In area of non-thorny jungle) 60%
0.76
22380
29447.91
... More
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 By Mechanical Means (Bituminous Courses)
3726
47208
12.67
... 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
3430.63
192080
55.99
... More
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
1143.54
98058
85.75
... More
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
1143.54
429319
375.43
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Construction of Embankment with Material Obtained from Roadway Cutting
5123.72
369727
72.16
... More
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 5000 m as per Technical specification 301.5 Construction of Embankment with Material Obtained from Borrow Pits
82.63
32054
387.93
... 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 lead upto 5000 m as per Technical Specification Clause 303.1.Construction of earthen shoulders with Material Available from Borrow Pit
4025.6
1523568
378.47
... More
Providing and laying CE Marked Needle Punched and Mechanically Bonded Non-Woven Geotextile (TechGeo) indigenously manufactured from high quality polypropylene staple fibres (continuous filament will not be accepted) of Techfab India on the prepared subgrade for separation, drainage & filtration application with necessary overlaps as per drawing etc. complete. (Specification: MORTH Section-700 ) with prior approval of concerned Superitending Engineer. a) TFI TECHGEO PR-15 ( Geo Textile for Subgrade Improvement )
9473.85
1269495
134
... 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. (I) For Grading I Material Granular sub-base with Well Graded Material(Table 400.1)
1158.64
2249812
1941.77
... More
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. .WBM Grading-II (Crushable Screenings)
961.36
1943418
2021.53
... More
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading III (Stone Screening)
940.78
2144686
2279.69
... More
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
12543.75
937896
74.77
... More
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.
12543.75
157674
12.57
... More
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (TypeA) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 50 Type B
13158.15
2753606
209.27
... More
Providing and fixing Cautionary /Warning sign boards in aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Equilateral triangle
8
30776
3847
... More
Providing and fixing Cautionary /Warning sign boards in aluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Circular
5
22740
4548
... More
Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs. 900 X 600 Reactangular
3
16728
5576
... More
Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs 600 x450 mm Reactangular
4
17180
4295
... More
Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as per IRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs 600 mm X 600 mm Sqaure
4
18844
4711
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
29519
14759.73
... More
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
2
56802
28401
... 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
10112
2528.07
... 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)
13
6814
524.16
... More
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(0.9 Sqm. Board)
4.5
16516
3670.27
... More
Providing and fixing of Road Stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a s
32
9344
292
... More
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
318
190230
598.21
... More
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof.
100
135200
1352
... More
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade /colour of 2.5mm thick including 1.5Refractive index reflectorizing glass beads @250 gm/sqm.Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015 .Initial Dry reflectivity RL shall be 250 mcd/sqm /lux measured in the initial 7days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd /sqm /lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner , Easylux , Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5.The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer - in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
197.16
131308
666
... More
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
248
49084
197.92
... 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. Rubble Stone Masonry in Cement Mortar
220
41536
188.8
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Cement Concrete
25.51
19459
762.81
... 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. (A) Upto 600 mm dia Hume pipe
75
25911
345.49
... 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. (Item No 2.13) (B) Above 600 mm to 900 mm dia Hume pipe
15
7006
467.11
... 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. Ordinary Soil
979.79
521571
532.33
... More
Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material. ( Item No 11.1 (I) Ordinary rock (not requiring blasting)
139.07
78911
567.42
... More
Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material. ( Item No 11.1 (I) Hard rock (blasting prohibited)
7.77
6640
854.58
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C grade M 10) Nominal mix 1:3:6
110.79
607654
5484.74
... More
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 M15 (Nominal mix (1:2:5:5:)
823.2
4809060
5841.91
... More
Providing dry rubble stone masonary with lead and lift including conveying all material and royalty charges etc. complete, Dry wall Masonary to be constructed
138.33
345938
2500.82
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.69
43009
62332.21
... More
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. FOR NP2 (600mm Dia.)
30
53610
1787
... More
Providing and laying reinforced cement concrete pipe NP3 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. FOR NP3 (600mm Dia.)
45
148410
3298
... More
Providing and laying reinforced cement concrete pipe NP3 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.. For NP-3 (1000 MM DIA. )
120
848310
7069.25
... More
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
240
43504
181.27
... More
Filling the trench as per drawing and technical specification clause 305.3.9 Rubble soling
175.39
356520
2032.73
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 , Stone/Boulder
41.4
65551
1583.38
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
27
68121
2523.02
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material)
108
170779
1581.29
... More
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"
100
491200
4912
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
3000
2580
0.86
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