Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Jul 2024
Closing DateCancelled
Tender Amount₹ 6,35,29,009
Costs
EMD
₹ 3,35,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Rd /sta/ Yav-(ii)-05 (6th Call)
Description
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Contact
Tender Id
2024_MMGSY_1054385_1Bid Award Id
ViewTender No
EE/PMGSY/YTL/NIT/118/24-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.[ Item No. 3.5 ( i ) Page No …. ]
18
4536
252.05
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5[ Item No. 3.3 Page no …. ]
6366.1
464088
72.9
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5RATE AS PER CSR 3.4 Page no …. FOR 1 KM
361.46
137662
380.85
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.[ Item No. 3.15 ( i ) Page No….. ]
1874.04
52660
28.1
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5RATE AS PER CSR 3.4 Page no ….. FOR 5 KM
2216.6
1004230
453.05
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.[ Item no. 4.1 (A) ii Page no …...]Grading ii
559.79
1087364
1942.45
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.[ Item no. 4.8 2(B) Page No.-...]
2732.52
5612596
2054
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 1000 m as per Technical Specification Clause 303.1.[ Item no. 3.14 ] Page-…..
2308.66
1117045
483.85
Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)[Spec.No. :- Item no. 3.37 a Page No:-32] PWD SSR-2022-23
16714.73
4154446
248.55
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.[Spec.No. :- Item no. 5.2( i ) Pg No…..]
16714.73
214784
12.85
[ Bitumen (S-65) VG-30 using Waste Plastic ] 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.(Without Tackcoat & Sealcoat)[Spec.No. :- Item no. 5.9 Case-II ( ii ) Pg No.29 ] Mech means
16714.73
2647613
158.4
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[Spec.No. :- Item no. 5.12 Case- ( II ) ] Type B (ii) PAGE No….
16714.73
1007062
60.25
[ KM Stone ] 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 1703RATE AS PER CSR I.No.10.10 ii) Page -….
5
12766
2553.35
[ 200 M Stone ] 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 RATE AS PER CSR I.No.10.10 iii) Page -…..
18
9529
529.4
Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP(Aluminum Composite Panel), material specification sasper clause17001.3.The top most plate will be of 3mm ACP indian ond shape of 600 x 600 mm size, riveted with MS angle iron frame of 25 mm x 25mm x 5mm size on back one dges.TheLowerplatewillbeof4mmACPof1100x300mmsizerivetedwithMSangleironframeof25mmx25mmx5mmsizeonbackonedges.Rivetingofallthesheetsoverangleandflatironframewillbedoneneatlytohaveplainsurfaceononeside.TheangleironframeofBoththeplateswillbeweldedtoa75mmx75mmx12swgMildsteelpostat/TubeCentreandthispostwillbeembededincementconcreteM15gradeblockof450x450x600mmbelowgroundlevel.Theheightofthebottomofthelowerplatewillbe1200mmfromnormalgroundlevel.ThespacingbetweenthediamondshapedplateandLowerPlateiskept150mm.MMGSY/PMGSYlogo,lettersandnumeralsontheACPshouldbemadeupofRetroReflectivesheetingofClass-A/Class-BgradeasperthelatestMORDsection1700specifications(ReferCirculerno.NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).PrintingPMGSYLogo/MMGSYLogo/ProjectdescriptiononClassAorClassBtyperetroreflectivesheetingusingmoderntechnologyprintingplatform.TheprintershallbeapprovedbytheretroreflectivesheetingmanufacturerandprintedsignshallconformtoretroreflectivevaluesaslaiddowninIRC67-2012.TheinksusedforprintingshallbeecofriendlywithVOCemissionscomplyingtoUL2801standardsandspecificationsforthedifferentkindsofplatforms.TheprintedsignshallbelaminatedbyUVprotectedlaminateandshallcarryawarrantyof5years&7yearsforClassAandClassBsheetingrespectivelyfortrafficcolors.”Allthesectionoftheframeandpostsshallbepaintedwithprimerandtwocoatsofepoxypaint.Thedesign,paintingandletteringshallbedoneasperthePMGSYsignagemanualFig.1(A)andFig.1(B)andasdirectedbyEngineerin-charge.Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-Brespectively,fromoriginalmanufacturershallbesubmittedby contractor.RATE AS PER CSR I.No.10.16 page …..
2
29814
14907.35
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
RATE AS PER CSR I.No.11.10 Page No:-81 PWD-2022-23
62.5
170812
2733
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm x 450 mm rectangular SOR item no. 10.2 B (V) Page No.-... - 600 mm X 450 mm rectangle
13
117286
9022
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. 900 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side RATE AS PER CSR I.No.53.72 Page No:-500 PWD-2022-23
7
53788
7684
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[Spec.No. :- Item no. 10.1 page …... ]
85
51357
604.2
Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.80m x 1.20m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class _C_ (Type XI Micro prismatic grade sheeting)) shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. RATE AS PER CSR I.No.53.87 Page No:-512 PWD-2022-23
2
57370
28685
Gabin Stracture 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 SOR. It No. 14.2 Pg No…..
64.2
152914
2381.85
Filter media 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 SOR. It No. 12.11 Pg No…..
140.86
279747
1986
Road DelinatorsRoad Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings Rate as Per P.W.D. SSR-2022-23 Item No. 6.15 Pg No.50
8
6576
822
Painting Trees Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. Rate as Per P.W.D. SSR-2022-23 Item No. 6.07 Pg No.46
15
855
57
Fluorescent tape Providing and fixing reflective fluorescent tape on old road sign board by following the procedurere commanded by manufacturer. Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over itsentire surface. It shall be we at her resistant and show colour fastness.It shall be new and unused and shall show noe vidanceofcracking ,scaling, pitting, blisting, edge liftingand shall have negligible shrinkage ore xpansion including cleaning/scraping and painting of existing board etc. complete. (Guid ance on there commanded application of each class of tape may be taken from IRC-67) Rate as Per P.W.D. SSR-2022-23 Item No. 6.11 Pg No.48
1.09
5773
5297
Thermoplastic Compound Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/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 7 days 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). Rate as Per P.W.D. SSR-2022-23 Item No. 6.12 (a) Pg No.48
11.69
7782
666
Retro- reflectorised informatory sign board Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. 4mm aluminum composite material Class B Rate as Per P.W.D. SSR-2022-23 Item No. 6.33 b Pg No.46
1.8
17618
9788
Providing and fixing steel pipe delineators Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete. Rate as Per P.W.D. SSR-2022-23 Item No. 6.16 Pg No.50
10
10060
1006
Construction of Thin White Topping plain cement concrete pavement of M-40 grade over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per cent and sand by 10 per cent, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, construction and longitudinal joints with panel size of 1m x 1m, joint filler, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and grades as per drawing (Rate as per Approved by CE) Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. RATE AS PER PWD SSR-2022-23 I.No.51.178 Page No-402
136.5
1101541
8069.9
Providing and Laying reinforced Cement Concrete Pipe duct 300 mm across the road (new construction ) extending from drain to drain in cuts and toe of slope to toe of slope in fills constructing hard walls at both ends in cement morter 1:6 IRC 98: 1997 [RATE AS PER CSR Item no. M-116- B ]
14
8988
642
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.By Mechanical Means( Rate as per S.O.R. It No. 2.5 (I) ( B ) Page No.-… A) Plain Cement Conc
147.67
111926
757.95
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.B) Reinforced Cement Conc ( Rate as per S.O.R. It No. 2.5 (I) C ) Page No.-…
26
52845
2032.5
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.( Rate as per S.O.R. It No. 2.7 B ) Page No.-…Cement Concrete
20.25
9905
489.15
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.(B) Above 600 mm to 900 mm dia Hume pipe( Rate as per S.O.R. It No. 2.13 B ) Page No.-…
52.5
24769
471.8
Excavation for Structures 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 Upto 3 m depth( Rate as per S.O.R. It No. 11.1 I ) i ) Page No.-…
682.27
366822
537.65
Excavation for Structures 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 rock (not requiring blasting)Upto 3 m depth [Rate as per S.O.R. It No. 11.1 (II) Page No.-...]
434.26
291844
672.05
Excavation for Structures 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.Hard rock ( Blasting Prohibited )Upto 3 m depth[ Rate as per S.O.R. Item no. 11.1 (III ) Page No.-...]
107.06
103002
962.1
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 works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Rate as Per P.W.SSR.22-23 Sr No. 417 A] i) For Abutment (Normal Dewatering ) 60 %
363.26
24102
66.35
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 works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Rate as Per P.W.SSR.22-23 Sr No. 417 B ] 11.1 A ) A2) i) For Pier Adjoining to Abutment
41.67
4187
100.5
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 works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Rate as Per P.W.SSR.22-23 Sr No. 417 C ] 11.1 A ) A2) ii) For Pier Adjoining to Central Pier (Medium)
41.67
6281
150.75
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 works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Rate as Per P.W.SSR.22-23 Sr No. 417 E ] 11.1 A) ii) For Return ( Normal Dewatering) 40%
179.31
9010
50.25
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.99A I)Sand Filling (RATE AS PER S.O.R. Item no. 11.2. (I ) Page No.-...)
33.11
73863
2230.85
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 ](RATE AS PER S.O.R. Item no. 11.4 ( I) i) Page No.-…)
88.29
492101
5573.7
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.P.C.C grade M 15[RATE AS PER S.O.R. Item no. 11.3 Page No.-... ]
94.04
527851
5613.05
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 15 Nominal Mix 1:2.5:5[RATE AS PER S.O.R Item no. 11.4 II ( i ) Page No.-...] For BED
114.54
632627
5523.2
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 15 Nominal Mix 1:2.5:5 RATE AS PER CSR Item No. 12.5 I (I) Page No…. Page No.-...] For Super Structure
267.41
1587827
5937.8
R.C.C M25 CAP Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5Up to 5 mtr.RATE AS PER S.O.R 13.1 ( II) Page No.-...)
11.89
88658
7456.55
SLAB Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M30 RATE AS PER S.O.R 13.1) III Page No.-...)
88.26
766736
8687.25
FE 500 STEEL (Sub Structure) Providing, cutting, bending, hooking,typing and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. RATE AS PER P.W.D.S.O.R 22-23 It No.14.01)
3.8
337358
88895.5
FE 500 STEEL (Super Structure) Providing, cutting, bending, hooking,typing and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. RATE AS PER P.W.D.S.O.R 22-23 It No.14.01)
6.95
617823
88895.5
EXPANSION JOINTExpansion joint with 25 mm thich bitumenous padRATE AS PER PWD SSR-22-23 It No. 4.33 Page no 73
56.69
61559
1086
TAR PAPER BEARING Providing Tar paper bearing of approved quality in proper size etc. complete RATE AS PER PWD SSR-22-23 It No.13.02 V) Page no 57 )
49.15
4865
99
FLEXIBLE STONE MAT Providing 90 cm thick flexible stone Mat as per Standard drawing including supplyying all materials at work site spreading and compaction etc complete ( Spec No : As directed by Engineer incharge )Rate as Per PWD SSR-22-23 It No.14.88
198.42
353227
1780.2
WEEP HOLESProviding 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, 1204.3.7RATE AS PER S.O.R 12.9 (I) (b) Page No.-…
176
32225
183.1
WEARING COAT Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3M30RATE AS PER S.O.R 13.5 Page No.-…
10.29
124618
12110.65
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2RATE AS PER S.O.R 13.8 Page No.-…
42.69
73783
1728.35
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 RATE AS PER S.O.R It No. 10.5 Page No.-…
658.7
95610
145.15
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302Stone / Boulder RATE AS PER S.O.R. It No. 14.5 I) Page No.-…
22.46
36060
1605.55
SLAB Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RATE AS PER CSR 13.1 - (II) Page No.-… R.C.C grade M 25
30.57
227946
7456.55
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9[Spec.No. :- Item no. 12.10 ( i) Page No.-…
44
15965
362.85
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 1106.1000 mm diaRATE AS PER CSR Item No.9.3 (B) Page No.-…
33.6
239902
7139.95
For Abutment Pier 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 M20 For Abutment Pier
438.01
2827967
6456.4
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.( Rate as per CSR. It No. 2.2 (II) A ) Page No…. ii) Improvement of MDR-69 to Akoli (LR-24)Road Tq.Umarkhed Distt. Yavatmal
1.7
50562
29742.4
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.Clause 302.3[ Item No. 3.5 ( ii ) Page No ...]
7738.05
470473
60.8
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.[ Item No. 3.5 ( i ) Page No …. ]
18
4536
252.05
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5[ Item No. 3.3 Page no …. ]
6106.44
445159
72.9
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5RATE AS PER CSR 3.4 Page no …. FOR 1 KM
143.56
54674
380.85
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.[ Item No. 3.15 ( i ) Page No….. ]
1641.36
46122
28.1
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5RATE AS PER CSR 3.4 Page no ….. FOR 5 KM
1940.8
879279
453.05
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.[ Item no. 4.1 (A) ii Page no …...]Grading ii
2025.04
3895063
1923.45
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.[ Item no. 4.8 2(B) Page No.-...]
1242.09
2525603
2033.35
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 1000 m as per Technical Specification Clause 303.1.[ Item no. 3.14 ] Page-…..
3157.13
1511633
478.8
Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)[Spec.No. :- Item no. 3.37 a Page No:-32] PWD SSR-2022-23
15071.07
3721047
246.9
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.[Spec.No. :- Item no. 5.2( i ) Pg No…..]
15071.07
193663
12.85
[ Bitumen (S-65) VG-30 using Waste Plastic ] 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.(Without Tackcoat & Sealcoat)[Spec.No. :- Item no. 5.9 Case-II ( ii ) Pg No.29 ] Mech means
15071.07
2378968
157.85
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[Spec.No. :- Item no. 5.12 Case- ( II ) ] Type B (ii) PAGE No….
15071.07
905771
60.1
[ KM Stone ] 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 1703RATE AS PER CSR I.No.10.10 ii) Page -….
5
12766
2553.35
[ 200 M Stone ] 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 RATE AS PER CSR I.No.10.10 iii) Page -…..
17
8999
529.4
Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP(Aluminum Composite Panel), material specification sasper clause17001.3.The top most plate will be of 3mm ACP indian ond shape of 600 x 600 mm size, riveted with MS angle iron frame of 25 mm x 25mm x 5mm size on back one dges.TheLowerplatewillbeof4mmACPof1100x300mmsizerivetedwithMSangleironframeof25mmx25mmx5mmsizeonbackonedges.Rivetingofallthesheetsoverangleandflatironframewillbedoneneatlytohaveplainsurfaceononeside.TheangleironframeofBoththeplateswillbeweldedtoa75mmx75mmx12swgMildsteelpostat/TubeCentreandthispostwillbeembededincementconcreteM15gradeblockof450x450x600mmbelowgroundlevel.Theheightofthebottomofthelowerplatewillbe1200mmfromnormalgroundlevel.ThespacingbetweenthediamondshapedplateandLowerPlateiskept150mm.MMGSY/PMGSYlogo,lettersandnumeralsontheACPshouldbemadeupofRetroReflectivesheetingofClass-A/Class-BgradeasperthelatestMORDsection1700specifications(ReferCirculerno.NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).PrintingPMGSYLogo/MMGSYLogo/ProjectdescriptiononClassAorClassBtyperetroreflectivesheetingusingmoderntechnologyprintingplatform.TheprintershallbeapprovedbytheretroreflectivesheetingmanufacturerandprintedsignshallconformtoretroreflectivevaluesaslaiddowninIRC67-2012.TheinksusedforprintingshallbeecofriendlywithVOCemissionscomplyingtoUL2801standardsandspecificationsforthedifferentkindsofplatforms.TheprintedsignshallbelaminatedbyUVprotectedlaminateandshallcarryawarrantyof5years&7yearsforClassAandClassBsheetingrespectivelyfortrafficcolors.”Allthesectionoftheframeandpostsshallbepaintedwithprimerandtwocoatsofepoxypaint.Thedesign,paintingandletteringshallbedoneasperthePMGSYsignagemanualFig.1(A)andFig.1(B)andasdirectedbyEngineerin-charge.Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-Brespectively,fromoriginalmanufacturershallbesubmittedby contractor.RATE AS PER CSR I.No.10.16 page …..
2
29814
14907.35
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
RATE AS PER CSR I.No.11.10 Page No:-81 PWD-2022-23
60
163980
2733
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm x 450 mm rectangular SOR item no. 10.2 B (V) Page No.-... - 600 mm X 450 mm rectangle
7
63154
9022
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. 900 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side RATE AS PER CSR I.No.53.72 Page No:-500 PWD-2022-23
8
61472
7684
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[Spec.No. :- Item no. 10.1 page …... ]
77
46523
604.2
Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.80m x 1.20m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class _C_ (Type XI Micro prismatic grade sheeting)) shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. RATE AS PER CSR I.No.53.87 Page No:-512 PWD-2022-23
2
57370
28685
Gabin Stracture 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 SOR. It No. 14.2 Pg No…..
53.1
125467
2362.85
Filter media 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 SOR. It No. 12.11 Pg No…..
70.42
138516
1967
Road DelinatorsRoad Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings Rate as Per P.W.D. SSR-2022-23 Item No. 6.15 Pg No.50
4
3288
822
Painting Trees Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. Rate as Per P.W.D. SSR-2022-23 Item No. 6.07 Pg No.46
15
855
57
Fluorescent tape Providing and fixing reflective fluorescent tape on old road sign board by following the procedurere commanded by manufacturer. Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over itsentire surface. It shall be we at her resistant and show colour fastness.It shall be new and unused and shall show noe vidanceofcracking ,scaling, pitting, blisting, edge liftingand shall have negligible shrinkage ore xpansion including cleaning/scraping and painting of existing board etc. complete. (Guid ance on there commanded application of each class of tape may be taken from IRC-67) Rate as Per P.W.D. SSR-2022-23 Item No. 6.11 Pg No.48
0.5
2648
5297
Thermoplastic Compound Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/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 7 days 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). Rate as Per P.W.D. SSR-2022-23 Item No. 6.12 (a) Pg No.48
28.12
18726
666
Retro- reflectorised informatory sign board Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. 4mm aluminum composite material Class B Rate as Per P.W.D. SSR-2022-23 Item No. 6.33 b Pg No.46
2.16
21142
9788
Providing and fixing steel pipe delineators Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete. Rate as Per P.W.D. SSR-2022-23 Item No. 6.16 Pg No.50
25
25150
1006
Construction of Thin White Topping plain cement concrete pavement of M-40 grade over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per cent and sand by 10 per cent, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, construction and longitudinal joints with panel size of 1m x 1m, joint filler, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and grades as per drawing (Rate as per Approved by CE) Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. RATE AS PER PWD SSR-2022-23 I.No.51.178 Page No-402
117.98
950222
8054.1
Providing and Laying reinforced Cement Concrete Pipe duct 300 mm across the road (new construction ) extending from drain to drain in cuts and toe of slope to toe of slope in fills constructing hard walls at both ends in cement morter 1:6 IRC 98: 1997 [RATE AS PER CSR Item no. M-116- B ]
12.1
7768
642
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.( Rate as per S.O.R. It No. 2.7 B ) Page No.-…Cement Concrete
874.02
469916
537.65
Excavation for Structures 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 rock (not requiring blasting)Upto 3 m depth [Rate as per S.O.R. It No. 11.1 (II) Page No.-...]
54.8
36828
672.05
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 works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Rate as Per P.W.SSR.22-23 Sr No. 417 B ] 11.1 A ) A2) i) For Pier Adjoining to Abutment
229.12
11513
50.25
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 works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Rate as Per P.W.SSR.22-23 Sr No. 417 D ] 11.1 A) A2) iii) For Pier Central (Heavy)
98.55
14856
150.75
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.99A I)Sand Filling (RATE AS PER S.O.R. Item no. 11.2. (I ) Page No.-...)
73.54
154250
2097.5
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.99BI)Rubble Filling ( RATE AS PERPWD S.O.R.22-23 Item no. 11.01 Page no 81)
2.45
4949
2020.2
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 ](RATE AS PER S.O.R. Item no. 11.4 ( I) i) Page No.-…)
42.78
237794
5558.55
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 15 Nominal Mix 1:2.5:5[RATE AS PER S.O.R Item no. 11.4 II ( i ) Page No.-...] For BED
55.14
303840
5510.35
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 15 Nominal Mix 1:2.5:5 RATE AS PER CSR Item No. 12.5 I (I) Page No…. Page No.-...] For Super Structure
210.42
1246727
5924.95
SLAB Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M30 RATE AS PER S.O.R 13.1) III Page No.-...)
40.88
354480
8671.25
FE 500 STEEL (Sub Structure) Providing, cutting, bending, hooking,typing and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. RATE AS PER P.W.D.S.O.R 22-23 It No.14.01)
7.04
625760
88886.5
FE 500 STEEL (Super Structure) Providing, cutting, bending, hooking,typing and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. RATE AS PER P.W.D.S.O.R 22-23 It No.14.01)
3.28
291547
88886.5
EXPANSION JOINTExpansion joint with 25 mm thich bitumenous padRATE AS PER PWD SSR-22-23 It No. 4.33 Page no 73
50.06
54365
1086
TAR PAPER BEARING Providing Tar paper bearing of approved quality in proper size etc. complete RATE AS PER PWD SSR-22-23 It No.13.02 V) Page no 57 )
28.61
2832
99
FLEXIBLE STONE MAT Providing 90 cm thick flexible stone Mat as per Standard drawing including supplyying all materials at work site spreading and compaction etc complete ( Spec No : As directed by Engineer incharge )Rate as Per PWD SSR-22-23 It No.14.88
162.34
286246
1763.25
WEEP HOLESProviding 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, 1204.3.7RATE AS PER S.O.R 12.9 (I) (b) Page No.-…
61
11169
183.1
WEARING COAT Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3M30RATE AS PER S.O.R 13.5 Page No.-…
5.25
63493
12094
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2RATE AS PER S.O.R 13.8 Page No.-…
20.36
45408
2230.3
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 RATE AS PER S.O.R It No. 10.5 Page No.-…
25
3628
145.15
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302Stone / Boulder RATE AS PER S.O.R. It No. 14.5 I) Page No.-…
21
33317
1586.55
R.C.C M25 FOR RAFTProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203RATE AS PER SOR (11.4 v) Page no.-...)
31.16
205211
6585.75
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8( Rate as per SOR. It No. 12.10 I) Page No.-…
97.74
154864
1584.45
SLAB Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RATE AS PER CSR 13.1 - (II) Page No.-… R.C.C grade M 25
20.38
151644
7440.85
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9[Spec.No. :- Item no. 12.10 ( i) Page No.-…
30.84
11003
356.8
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 1106.1000 mm diaRATE AS PER CSR Item No.9.3 (B) Page No.-…
33.6
239902
7139.95
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
5
4128
825.6
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
43.41
269810
6215.4
For Abutment Pier 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 M20 For Abutment Pier
103.61
692425
6683
RCC M25 RETURN Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
92.04
653033
7095.1
R.C.C M20 CAP Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
6.07
45165
7440.85
F.E.-500 .STEEL ( Foundation ) Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
3.88
344879
88886.56
BOULDER APRON / 30CM DRY RUBBLE PITCHING Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
52.26
82913
1586.55
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.( Rate as per CSR. It No. 2.2 (II) A ) Page No…. iii) Improvement of MDR-63 to Chincholi(LR-22) Road Tq.Umarkhed Distt. Yavatmal
0.9
26768
29742.4
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.[ Item No. 3.2( ) Page No….. ]
4500
57600
12.8
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.Clause 302.3[ Item No. 3.5 ( ii ) Page No ...]
2707.92
164641
60.8
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.[ Item No. 3.5 ( i ) Page No …. ]
18
4536
252.05
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5[ Item No. 3.3 Page no …. ]
2030.94
148055
72.9
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5RATE AS PER CSR 3.4 Page no …. FOR 1 KM
395.23
150523
380.85
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.[ Item No. 3.15 ( i ) Page No….. ]
630
17703
28.1
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5RATE AS PER CSR 3.4 Page no ….. FOR 5 KM
933.75
441850
473.2
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.[ Item no. 4.1 (A) ii Page no …...]Grading ii
132.54
246524
1860
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.[ Item no. 4.8 2(B) Page No.-...]
840.21
1652275
1966.5
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 1000 m as per Technical Specification Clause 303.1.[ Item no. 3.14 ] Page-…..
450
210915
468.7
Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)[Spec.No. :- Item no. 3.37 a Page No:-32] PWD SSR-2022-23
4870.59
1177221
241.7
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.[Spec.No. :- Item no. 5.2( i ) Pg No…..]
4870.59
62587
12.85
[ Bitumen (S-65) VG-30 using Waste Plastic ] 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.(Without Tackcoat & Sealcoat)[Spec.No. :- Item no. 5.9 Case-II ( ii ) Pg No.29 ] Mech means
4870.59
760055
156.05
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[Spec.No. :- Item no. 5.12 Case- ( II ) ] Type B (ii) PAGE No….
4870.59
290774
59.7
[ KM Stone ] 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 1703RATE AS PER CSR I.No.10.10 ii) Page -….
3
7660
2553.35
[ 200 M Stone ] 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 RATE AS PER CSR I.No.10.10 iii) Page -…..
6
3176
529.4
Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP(Aluminum Composite Panel), material specification sasper clause17001.3.The top most plate will be of 3mm ACP indian ond shape of 600 x 600 mm size, riveted with MS angle iron frame of 25 mm x 25mm x 5mm size on back one dges.TheLowerplatewillbeof4mmACPof1100x300mmsizerivetedwithMSangleironframeof25mmx25mmx5mmsizeonbackonedges.Rivetingofallthesheetsoverangleandflatironframewillbedoneneatlytohaveplainsurfaceononeside.TheangleironframeofBoththeplateswillbeweldedtoa75mmx75mmx12swgMildsteelpostat/TubeCentreandthispostwillbeembededincementconcreteM15gradeblockof450x450x600mmbelowgroundlevel.Theheightofthebottomofthelowerplatewillbe1200mmfromnormalgroundlevel.ThespacingbetweenthediamondshapedplateandLowerPlateiskept150mm.MMGSY/PMGSYlogo,lettersandnumeralsontheACPshouldbemadeupofRetroReflectivesheetingofClass-A/Class-BgradeasperthelatestMORDsection1700specifications(ReferCirculerno.NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).PrintingPMGSYLogo/MMGSYLogo/ProjectdescriptiononClassAorClassBtyperetroreflectivesheetingusingmoderntechnologyprintingplatform.TheprintershallbeapprovedbytheretroreflectivesheetingmanufacturerandprintedsignshallconformtoretroreflectivevaluesaslaiddowninIRC67-2012.TheinksusedforprintingshallbeecofriendlywithVOCemissionscomplyingtoUL2801standardsandspecificationsforthedifferentkindsofplatforms.TheprintedsignshallbelaminatedbyUVprotectedlaminateandshallcarryawarrantyof5years&7yearsforClassAandClassBsheetingrespectivelyfortrafficcolors.”Allthesectionoftheframeandpostsshallbepaintedwithprimerandtwocoatsofepoxypaint.Thedesign,paintingandletteringshallbedoneasperthePMGSYsignagemanualFig.1(A)andFig.1(B)andasdirectedbyEngineerin-charge.Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-Brespectively,fromoriginalmanufacturershallbesubmittedby contractor.RATE AS PER CSR I.No.10.16 page …..
2
29814
14907.35
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
RATE AS PER CSR I.No.11.10 Page No:-81 PWD-2022-23
40
109320
2733
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm x 450 mm rectangular SOR item no. 10.2 B (V) Page No.-... - 600 mm X 450 mm rectangle
7
63154
9022
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of _____ mm made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. 900 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side RATE AS PER CSR I.No.53.72 Page No:-500 PWD-2022-23
5
38420
7684
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[Spec.No. :- Item no. 10.1 page …... ]
115
69483
604.2
Providing and fixing board displaying information, such as "Name of work, Tender cost, Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.80m x 1.20m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Class _C_ (Type XI Micro prismatic grade sheeting)) shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. RATE AS PER CSR I.No.53.87 Page No:-512 PWD-2022-23
2
57370
28685
Gabin Stracture 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 SOR. It No. 14.2 Pg No…..
61.2
140726
2299.45
Road DelinatorsRoad Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings Rate as Per P.W.D. SSR-2022-23 Item No. 6.15 Pg No.50
8
6576
822
Painting Trees Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. Rate as Per P.W.D. SSR-2022-23 Item No. 6.07 Pg No.46
15
855
57
Fluorescent tape Providing and fixing reflective fluorescent tape on old road sign board by following the procedurere commanded by manufacturer. Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over itsentire surface. It shall be we at her resistant and show colour fastness.It shall be new and unused and shall show noe vidanceofcracking ,scaling, pitting, blisting, edge liftingand shall have negligible shrinkage ore xpansion including cleaning/scraping and painting of existing board etc. complete. (Guid ance on there commanded application of each class of tape may be taken from IRC-67) Rate as Per P.W.D. SSR-2022-23 Item No. 6.11 Pg No.48
1.56
8263
5297
Thermoplastic Compound Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/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 7 days 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). Rate as Per P.W.D. SSR-2022-23 Item No. 6.12 (a) Pg No.48
87.63
58358
666
Retro- reflectorised informatory sign board Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. 4mm aluminum composite material Class B Rate as Per P.W.D. SSR-2022-23 Item No. 6.33 b Pg No.46
2.16
21142
9788
Providing and fixing steel pipe delineators Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete. Rate as Per P.W.D. SSR-2022-23 Item No. 6.16 Pg No.50
25
25150
1006
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.By Mechanical Means( Rate as per S.O.R. It No. 2.5 (I) ( B ) Page No.-… A) Plain Cement Conc
39.6
30014
757.95
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.( Rate as per S.O.R. It No. 2.7 B ) Page No.-…Cement Concrete
93.08
50044
537.65
Excavation for Structures 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 rock (not requiring blasting)Upto 3 m depth [Rate as per S.O.R. It No. 11.1 (II) Page No.-...]
17.67
11875
672.05
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 ](RATE AS PER S.O.R. Item no. 11.4 ( I) i) Page No.-…)
11.01
60268
5474
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 15 Nominal Mix 1:2.5:5 RATE AS PER CSR Item No. 12.5 I (I) Page No…. Page No.-...] For Super Structure
72.33
422974
5847.85
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9[Spec.No. :- Item no. 12.10 ( i) Page No.-…
28.59
9854
344.7
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 1106.1000 mm diaRATE AS PER CSR Item No.9.3 (B) Page No.-…
22.5
160648
7139.95
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