Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Jul 2024
Closing Date30 Jul 2024
Tender Amount₹ 5,89,51,494
Costs
EMD
₹ 3,04,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135524_2Bid Award Id
ViewTender No
14/2024-25Tender 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
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
(A) For Abutment
323.08
47382
146.66
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
(A) For Pier
249.97
176326
705.39
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.
(A) For Return wall
176.44
11976
67.88
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. P.C.C grade M 15 Nominal mix 1:2.5:5
93.21
549850
5899.05
Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-15of trap/ granite/ quartzite/ gneiss metal for steps including steel centering, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).
63.82
370743
5809.2
Providing and laying in situ/ ready mix Mix-20 plain cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork centering, (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 etc. complete, as directed by engineer in charge, for height upto 5 metre, with Concrete Mixer, with with fine agreegates of required specifications (VSI sand finely washed etc.) The basic rate shall be increased for height above 5.00 metre in following manners (A) Depth upto 10 metre percent extra for rate, (B) Depth upto 15 metre Add 40 percent extra for rate, C) Depth upto 20 metre Add 60 percent extra for rate, (D) Depth upto 20 metre Add 100 percent extra for rate.
2065.7
14715874
7123.9
Providing and laying in situ/ ready mix controlled Mix-30 cement concrete of of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in cement mortar 1:3 and curing etc complete (Excluding reinforcement), with reversible drum type mixer/ concrete batch mix plant (pan mixer), with with fine agreegates of required specifications (VSI sand finely washed etc.)
282.98
2533685
8953.65
Filler Joints_Providing Tar paper bearing of approved quality in proper size etc. complete
33.75
3135
92.9
Providing and laying Cement concrete wearing coat M-30 grade with batch mix type/ concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine aggregates of required specifications (VSI sand finely washed etc.)
22.5
277539
12335.1
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete Mix-30 Grade concrete with High Yield Strength Deformed Reinforcement conforming toIndian Road Congress:21 and dowel bars 25 milimetre diameter, 450 milimetre long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III, dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT & H 2013 Cl 811 Page No. 360.
5.4
47529
8801.7
Providing railing of mild steel angle post 2.0 metre center to center of section 75 milimetre x 75 milimetre x 10 milimetre or equivalent 'I' or 'C' section of height 1.05 above bridge surface with minimum anchor length of 30 cm including hold fast of 25 milimetre diameter mild steel bar welded at the bottom and concreting of 1:3:6 of size 30 cm x 30 cm x 30 cm with three rows of 40 milimetre B class Galvanised Iron pipe provided at 30 centimetre on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete.
96.43
161934
1679.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
22
34731
1578.7
Providing and fixing bituminous pad 25 millimeter thick for expansion joints in retaining wall, compound wall etc. complete
37.98
32414
853.45
Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
8.8
551448
62657.9
Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
94.96
5976808
62940.6
Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
19.12
1239636
64843.45
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
85.83
15715
183.1
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 milimetre with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications.
370.18
726181
1961.7
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.
391.76
543081
1386.25
Providing dry rubble stone pitching 23 cm (about 9 inch ) thick including all material, quarry spalls, labour etc. complete.
33.23
54405
1637.25
Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than 97% of standard proctor density etc. complete.(Material obtained from departmental Land)
1878.19
715310
380.85
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 1200 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
85
606895
7139.95
Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-15of trap/ granite/ quartzite/ gneiss metal for steps including steel centering, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).
119.88
730428
6093
Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed by Manual Means.
1390.87
84564
60.8
Excavation for catch/ side water gutter in soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable stuff as directed.
192
13824
72
Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material.
254.58
509047
1999.55
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I, using Screening Type-A(13.2 milimetre Aggregate).
103.59
215656
2081.75
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-II (Using Screening Type-B (11.2 milimetre Aggregate).
77.34
170744
2207.6
Providing and Laying Open Graded premix surfacing 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction, using VG-30 bulk bitumen, Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, Paver and Vibratory roller over Modified Penetration Macadam surface.
1031.25
144065
139.7
Providing and laying of Type-A 9 milimetre thick premix seal coat with HMP of apropriate capacity, crushed stone chiping 6.7 mm size and penetration of VG-30 bulk bitumen at the rate of 1.2 kilogram per square metre, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 M.T. etc. complete.
1031.25
71414
69.25
Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on Black Top surface at 2.50 Kilogram per 10 Square Metre using VG-30 grade bulk bitumen.
1031.25
14643
14.2
Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete.
78
49237
631.25
Providing and applying primer coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kilogram/Square Metre using mechanical means.
1031.25
72909
70.7
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete.
2
2114
1057.45
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supportedwith Back support frame of 25x25x3mm mild steel angle as approved , supported on a mildsteel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground bymeans of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60cm , 60 cm below ground level as per approved drawing. Both border & background shall beretro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting fromthe original sheeting manufacturer & a certified copy of three years outdoor exposure reportfrom an independent test lab for the product offered shall be submitted by thecontractor(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 retro reflective sheeting, Installation month & year,Warranty period for retro reflective sheeting.(A) 900 mm Equilateral Triangle
1
4743
4743.97
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supportedwith Back support frame of 25x25x3mm mild steel angle as approved , supported on a mildsteel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground bymeans of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60cm , 60 cm below ground level as per approved drawing. Both border & background shall beretro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting fromthe original sheeting manufacturer & a certified copy of three years outdoor exposure reportfrom an independent test lab for the product offered shall be submitted by thecontractor(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 retro reflective sheeting, Installation month & year,Warranty period for retro reflective sheeting. (B) 600 mm Equilateral Triangle
1
3857
3857.19
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out ofretro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & TypeIV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supportedwith Back support frame of 25x25x3mm mild steel angle as approved , supported on a mildsteel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground bymeans of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60cm , 60 cm below ground level as per approved drawing. Both border & background shall beretro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting fromthe original sheeting manufacturer & a certified copy of three years outdoor exposure reportfrom an independent test lab for the product offered shall be submitted by thecontractor(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 retro reflective sheeting, Installation month & year,Warranty period for retro reflective sheeting.(C) 600 mm Circular
1
4417
4417.74
Supplying and Fixing of Molded Shank Raised Pavement Markers/ Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular Number RW/NH/33023/10-97 – DO III Dated 11-06-1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 square centimetre on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
92
46552
506
Providing and fixing 90 centimetre x 60 centimetre Granite plate engraving 10 centimetre height letter, figures including painting the letters/ figures with approved colour and shade complete.
1
14907
14907.35
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete.
116
175624
1514
Supplying hard murum at the road site including conveying and stacking complete.
292.5
108605
371.3
Providing and erecting a Type-A, W "Metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail, 70 centimetre above road/ ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 x 75 x 5 milimetre spaced 2 metre centre to centre, 1.8 metre high, 1.1 metre 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 milimetre, 330 milimetre long complete as per clause 810)".
460
1821416
3959.6
Providing and Fixing 'Logo' of PMGSY/MMGSY Project ProvidingandfixingRetroReflectiveMMGSY/PMGSYLOGOinformatorysignboardwithLogoaspersection1700ofMORDspecificationsandlatestPMGSYSignageManual/Circularanddrawing.TheboardwillbeacompositeunitconsistingofTwoPlatesofACP(AluminumCompositePanel),materialspecificationsasperclause17001.3.Thetopmostplatewillbeof3mmACPindiamondshapeof600x600mmsize,rivetedwithMSangleironframeof25mmx25mmx5mmsizeonbackonedges.TheLowerplatewillbeof4mmACPof1100x300mmsizerivetedwithMSangleironframeof25mmx25mmx5mmsizeonbackonedges.Rivetingofallthesheetsoverangleandflatironframewillbedoneneatlytohaveplainsurfaceononeside.TheangleironframeofBoththeplates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embedded in cement concrete M15 grade block of 450x450x600mm be low ground level . The height of the bottom of the lower plate will be 1200 mm from normal ground level. The spacing be tween the diamond shaped plateand Lower Plate is kept 150mm . 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(ReferCircularno.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 conformto retro reflective values as laid down in IRC67-2012. Theinks used for printing shall be ecofriendly with VOC emissions complying to UL 2801 standards and specifications for the different kind so fplatforms. The printed sign shall be laminated by UV protected laminate and shall carry awarranty of 5years & 7years for Class A and Class B sheeting respectively for traffic colors. ”All the section of the frame and posts shall be painted with primer and two coat so fepoxypaint. The design ,painting and lettering shall be done as per the PMGSY sign agemanual Fig.1 (A) and Fig.1(B)and as directed by Engineerin-charge. Awarranty for 5/7years for the Retro reflective sheeting for Class-Aand Class-B respectively, from original manufacturer shall be submitted by
1
28685
28685
Providing and Fixing 'Logo' of PMGSY/MMGSY Project ProvidingandfixingRetroReflectiveMMGSY/PMGSYLOGOinformatorysignboardwithLogoaspersection1700ofMORDspecificationsandlatestPMGSYSignageManual/Circularanddrawing.TheboardwillbeacompositeunitconsistingofTwoPlatesofACP(AluminumCompositePanel),materialspecificationsasperclause17001.3.Thetopmostplatewillbeof3mmACPindiamondshapeof600x600mmsize,rivetedwithMSangleironframeof25mmx25mmx5mmsizeonbackonedges.TheLowerplatewillbeof4mmACPof1100x300mmsizerivetedwithMSangleironframeof25mmx25mmx5mmsizeonbackonedges.Rivetingofallthesheetsoverangleandflatironframewillbedoneneatlytohaveplainsurfaceononeside.TheangleironframeofBoththeplates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embedded in cement concrete M15 grade block of 450x450x600mm be low ground level . The height of the bottom of the lower plate will be 1200 mm from normal ground level. The spacing be tween the diamond shaped plateand Lower Plate is kept 150mm . 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(ReferCircularno.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 conformto retro reflective values as laid down in IRC67-2012. Theinks used for printing shall be ecofriendly with VOC emissions complying to UL 2801 standards and specifications for the different kind so fplatforms. The printed sign shall be laminated by UV protected laminate and shall carry awarranty of 5years & 7years for Class A and Class B sheeting respectively for traffic colors. ”All the section of the frame and posts shall be painted with primer and two coat so fepoxypaint. The design ,painting and lettering shall be done as per the PMGSY sign agemanual Fig.1 (A) and Fig.1(B)and as directed by Engineerin-charge. Awarranty for 5/7years for the Retro reflective sheeting for Class-Aand Class-B respectively, from original manufacturer shall be submitted by contractor.
1
18382
18382
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A)For Raft Foundation
284.44
64812
227.86
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.(B) Apron with curtain walls
404.49
62263
153.93
Providing and filling Sand in Foundation Trenches as per Drawing and Technical Specification
124.7
239473
1920.4
Providing and laying in situ/ ready mix Mix-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete, reinforced cement concrete Grade with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. with fine agreegates of required specifications (VSI sand finely washed etc.)
77.06
486375
6311.65
Prividing and fixing pressure relief pipes of 100 milimetre diametre of Asbestos Cement / PolyVenylChloride as per drawing for reinforced cement concrete Raft, Galaries, Returns, Abutments, Wing walls etc. complete.
20
16645
832.25
Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-15of trap/ granite/ quartzite/ gneiss metal for steps including steel centering, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).
46.55
318490
6841.9
Providing and laying in situ /ready mix Mix-30 cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu Reinforced Cement Concrete solid piers, column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and including cement mortar 1:3 curing complete, (VSI Sand finely washed), for height upto 5 metre (With Concrete Mixer).
57.46
410962
7152.15
Providing and laying in situ/ ready mix Mix-15 plain cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork centering, (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 etc. complete, as directed by engineer in charge, for height upto 5 metre, with Concrete Mixer, with with fine agreegates of required specifications (VSI sand finely washed etc.)The basic rate shall be increased for height above 5.00 metre in following manners (A) Depth upto 10 metre percent extra for rate, (B) Depth upto 15 metre Add 40 percent extra for rate, C) Depth upto 20 metre Add 60 percent extra for rate, (D) Depth upto 20 metre Add 100 percent extra for rate.
11.78
86922
7378.8
Providing and laying in situ/ ready mix, Mix-20 Reinforced Cement Concrete of trap metal for Reinforced Cement Concrete work of ballast walls and kerbs including scaffolding, compaction, formwork finishing and curing etc. complete, excluding reinforcement, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled concrete batch mix plant/ pan mixer and fine agreegates of required specifications (VSI sand finely washed etc.)
61.15
537364
8787.65
Providing railing of mild steel angle post 2.0 metre center to center of section 75 milimetre x 75 milimetre x 10 milimetre or equivalent 'I' or 'C' section of height 1.05 above bridge surface with minimum anchor length of 30 cm including hold fast of 25 milimetre diameter mild steel bar welded at the bottom and concreting of 1:3:6 of size 30 cm x 30 cm x 30 cm with three rows of 40 milimetre B class Galvanised Iron pipe provided at 30 centimetre on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete.
53.66
163349
3044.15
Providing dry rubble stone pitching 23 cm (about 9 inch ) thick including all material, quarry spalls, labour etc. complete.
0.26
445
1712.85
Providing and laying boulders apron with Boulder Laid dry without Wire Crates on river bed for protection against scour with stone boulders weighing not less than 40 kilogram each complete as per drawings and technical specifications.
66.35
83876
1264.15
Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 milimetre compacted thickness with 3.3 percent VG-30 bitumen using Batch Mix type hot mix plant with Superwisery Control and Data Acquisition, Sensor Paver, vibratory roller.
6.11
40139
6569.5
Providing and laying Bituminious Concrete using crushed aggregate of grading 1, premixed with bituminious binder of dose 5.40 percent by weight of total mix and filler, transported at site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 50 milimetre compacted thickness with Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, Sensor Paver and Vibratory Roller excluding prime/Tack coat etc. complete with Bitumen VG-30 grade with stone dust filler.
3.05
30681
10059.5
Providing and laying 6 milimetre thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping at an approximate spacing of 10 cm center to center in both directions, pressed into surface, pressed into surface when the temperature of surfaces not less than 100 degree celsius, protruding 1 milimetre to 4 milimetre over mastic surface, as per clause 515 complete.
122.26
43591
356.55
Construction of Major Bridge At CH:1+905 On MRL05-NH -06 TO Rawat Mahal Noor Mahal Kasad to Kawathi Road, Taluka - Dhule, District -DhuleExcavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete by Manual Means.
693.3
372759
537.66
Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
848.3
570125
672.08
Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
244.07
234822
962.11
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.(A) For Abutment
323.5
47444
146.66
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.(B) For Pier
695.2
490387
705.39
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.(C) For Return
53.13
3606
67.88
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. P.C.C grade M 15 Nominal mix 1:2.5:5
87.06
506889
5822.3
Providing and laying in situ/ ready mix, Mix-20 Reinforced Cement Concrete of trap metal for Reinforced Cement Concrete work of ballast walls and kerbs including scaffolding, compaction, formwork finishing and curing etc. complete, excluding reinforcement, with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled concrete batch mix plant/ pan mixer and fine agreegates of required specifications (VSI sand finely washed etc.)
7.1
58482
8237
Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-15of trap/ granite/ quartzite/ gneiss metal for steps including steel centering, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).
68.42
392214
5732.45
Providing and laying in situ/ ready mix Mix-20 plain cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork centering, (excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortar 1:3 etc. complete, as directed by engineer in charge, for height upto 5 metre, with Concrete Mixer, with with fine agreegates of required specifications (VSI sand finely washed etc.) The basic rate shall be increased for height above 5.00 metre in following manners (A) Depth upto 10 metre percent extra for rate, (B) Depth upto 15 metre Add 40 percent extra for rate, C) Depth upto 20 metre Add 60 percent extra for rate, (D) Depth upto 20 metre Add 100 percent extra for rate.
468.64
3327295
7099.97
Providing and laying in situ/ ready mix controlled Mix-30 cement concrete of of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in cement mortar 1:3 and curing etc complete (Excluding reinforcement), with reversible drum type mixer/ concrete batch mix plant (pan mixer), with with fine agreegates of required specifications (VSI sand finely washed etc.)
19.81
176446
8906.93
Filler Joints_Providing Tar paper bearing of approved quality in proper size etc. complete
53.55
4975
92.92
Providing and laying in situ /ready mix Mix-30 cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu Reinforced Cement Concrete solid piers, column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and including cement mortar 1:3 curing complete, (VSI Sand finely washed), for height upto 5 metre (With Concrete Mixer).
355.96
3170528
8906.93
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete Mix-30 Grade concrete with High Yield Strength Deformed Reinforcement conforming toIndian Road Congress:21 and dowel bars 25 milimetre diameter, 450 milimetre long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III, dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT & H 2013 Cl 811 Page No. 360.
125.5
210753
1679.31
Drainage spouts complete as per drawing and technical specifications Clause 1209
24
37888
1578.7
Providing and fixing bituminous pad 25 millimeter thick for expansion joints in retaining wall, compound wall etc. complete
41.35
35290
853.45
Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
2.66
166896
62715.41
Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
15.41
970800
62998.09
Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
28.6
1856032
64900.97
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
7
1281
183.09
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 milimetre with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications.
8.24
17120
2077.64
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.
20.9
26519
1268.86
Providing dry rubble stone pitching 23 cm (about 9 inch ) thick including all material, quarry spalls, labour etc. complete.
3.3
4650
1408.96
Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than 97% of standard proctor density etc. complete.(Material obtained from departmental Land)
1124.26
428186
380.86
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 1200 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
60
428397
7139.95
Providing and laying Bituminious Macadam using crushed aggregate of Grading 1, premixed with bituminious binder, transported at site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80/100 milimetre compacted thickness with using Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, having complying essential features of hot mix plant as per IRC-27:2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor Paver and Vibratory Roller excluding prime/Tack coat complete with VG-30 grade Bitumen of dose 3.30 percent.
35.3
433740
12288.35
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
161.1
1210215
7512.2
Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed by Manual Means.
489.11
29733
60.79
Excavation for catch/ side water gutter in soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable stuff as directed.
124
8926
71.99
Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401.For Grading I Material.
314.88
669555
2126.38
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I, using Screening Type-A(13.2 milimetre Aggregate).
152.2
336198
2208.94
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means Grading-II (Using Screening Type-B (11.2 milimetre Aggregate).
97.6
222369
2278.4
Providing and Laying Open Graded premix surfacing 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction, using VG-30 bulk bitumen, Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, Paver and Vibratory roller over Modified Penetration Macadam surface.
1301.32
198997
152.92
Providing and laying of Type-A 9 milimetre thick premix seal coat with HMP of apropriate capacity, crushed stone chiping 6.7 mm size and penetration of VG-30 bulk bitumen at the rate of 1.2 kilogram per square metre, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 M.T. etc. complete.
1301.32
101489
77.99
Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on Black Top surface at 2.50 Kilogram per 10 Square Metre using VG-30 grade bulk bitumen.
1301.32
19350
14.87
Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete.
93.81
59219
631.25
Providing and applying primer coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kilogram/Square Metre using mechanical means.
1301.32
91690
70.46
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete.
1
28685
28685
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete.
1
18382
18382
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete.
2
2114
1057.45
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of
retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type
IV standards of ASTM D4956-09 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 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by
means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60
cm , 60 cm below ground level as per approved drawing. Both border & background shall be
retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from
the original sheeting manufacturer & a certified copy of three years outdoor 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: IRC
67:2012. There shall be a stamp 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 .(A) 900mm Equilateral Triangle
2
9487
4743.97
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of
retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type
IV standards of ASTM D4956-09 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 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by
means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60
cm , 60 cm below ground level as per approved drawing. Both border & background shall be
retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from
the original sheeting manufacturer & a certified copy of three years outdoor 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: IRC
67:2012. There shall be a stamp 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 .(A) 600mm Equilateral Triangle
2
7714
3857.19
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of
retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type
IV standards of ASTM D4956-09 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 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by
means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60
cm , 60 cm below ground level as per approved drawing. Both border & background shall be
retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from
the original sheeting manufacturer & a certified copy of three years outdoor 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: IRC
67:2012. There shall be a stamp 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 .(A) 600mm Circular
2
8835
4417.74
Providing and fixing 90 centimetre x 60 centimetre Granite plate engraving 10 centimetre height letter, figures including painting the letters/ figures with approved colour and shade complete.
1
14907
14907.33
Providing and fixing 90 centimetre x 60 centimetre Granite plate engraving 10 centimetre height letter, figures including painting the letters/ figures with approved colour and shade complete.
120
60720
506
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete.
120
181680
1514
Providing and erecting a Type-A, W "Metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail, 70 centimetre above road/ ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 x 75 x 5 milimetre spaced 2 metre centre to centre, 1.8 metre high, 1.1 metre 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 milimetre, 330 milimetre long complete as per clause 810)".
680
2692534
3959.61
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