Public Works Department Tender

1.12 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. PWD SR-2023-24, Vol. 1; Pg.No. 8, Item No. 1.12, Rs.95.00/m2

13.48 - Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter PWD SR-2023-24, Vol. 3; Pg.No. 124, Item No. 13.48, Rs.291.00/m"

2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR-2023-24, Vol. 1; Pg.No. 16, Item No. 2.4.2, Rs.6323.00/Cum"

2.11.h - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures PWD SR-2023-24, Vol. 1; Pg.No. 18, Item No. 2.11 (h), Rs.79011.00/t

Approved Rate - MAINTANANCE AFTER 2 YEARS OF DLP Road Maintanance for 3rd year for road with BM+SDBC as wearing coat Maintanance of road for 3rd year by clearing and Uprooting Vegitation on either sides of the road, Maintance of surface drains by cleaning, reshaping, deepending of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintance and painting fo 200metre and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance

1.14.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m PWD SR-2023-24, Vol. 1; Pg.No. 8, Item No. 1.14.1, Rs.102.00/m3

2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR-2023-24, Vol. 1; Pg.No. 16, Item No. 2.4.2, Rs.6323.00/m3

12.4 - 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 mm 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 Specification. PWD SR-2023-24, Vol. 3; Pg.No. 117, Item No. 12.4, Rs.2677.00/cum"

1.12 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth PWD SR-2023-24, Vol. 1; Pg.No. 8, Item No. 1.12, Rs.95.00/Cum"

1.7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) PWD SR-2023-24, Vol. 1; Pg.No. 7, Item No. 1.7, Rs.119.00/m3

8.5.II - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness 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 sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle PWD SR-2023-24, Vol. 3; Pg.No. 64, Item No.8.5 (ii). Rs.4684 each

Approved Rate - Road Maintanance for 5th year for road with BM+SDBC as wearing coat Maintanance of road for 5th year by clearing and Uprooting Vegitation on either sides of the road, Maintance of surface drains by cleaning, reshaping, deepending of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintance and painting fo 200metre and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance

8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. PWD SR-2023-24, Vol. 3; Pg.No. 75, Item No. 8.43, Rs. 365.00 each

13.5.iii - Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. PWD SR-2023-24, Vol. 3; Pg.No. 123, Item No. 13.15 (iii), Rs.231.00/m"

Addendum I - Additionalities for form work,centering & scaffolding . PWD SR-2023-24, Vol. 1; Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding 20%

1.8 - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR-2023-24, Vol. 1; Pg.No. 7, Item No. 1.8, Rs.474.00/Cum"

8.5.XII - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness 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 sign shall be maintained as per section 12 of IRC:67:2022. 60 cm x 45 cm rectangular PWD SR-2023-24, Vol. 3; Pg.No. 64, Item No.8.5 (xii). Rs.4224 each

Addendum I - Additionalities for form work,centering & scafolding . PWD SR-2023-24, Vol. 1; Addendum I "Percentage Additionalities for Formwork, Centering & Scaffolding" 20%

16.15.c - 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 parapet clause 1106. (C) 750 mm dia PWD SR-2023-24, Vol. 3; Pg.No. 146, Item No. 16.15(c), Rs.3335.00/m"

5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. PWD SR-2023-24, Vol. 3; Pg.No. 43, Item No. 5.31 Rs.10152.00/m3

Addendum I - Additionalities for form work, centering PWD SR-2023-24, Vol. 1; Appendix-I for Culvert (Head walls) 8%

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8.17 - Supplying and installation of delineators (road way indicators,hazard markers, object markers), 80-100 cm high above groundlevel, painted black and white in 15 cm wide strips, fitted with80 x 100 mm rectangular or 75 mm dia circular reflectorisedpanels at the top, buried or pressed into the ground andconforming to IRC-79-2019 and the drawings. PWD SR-2023-24, Vol. 3; Pg.No. 67, Item No. 8.17, Rs. 2021.00 each

2.1.6 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates PWD SR-2023-24, Vol. 1; Pg.No. 15, Item No. 2.1.6, Rs.6243.00/Cum"

3.6 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 PWD SR-2023-24, Vol. 3; Pg.No. 17, Item No. 3.6 Rs.493.00/m3

Addendum I - Additionalities for form work,centering & scaffolding . PWD SR-2023-24, Vol. 1; Addendum I "Percentage Additionalities for Formwork, Centering & Scaffolding" 20%

1.8 - Construction of Box culvert @ Km. 0.22 "Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. PWD SR-2023-24, Vol. 1; Pg.No. 7, Item No. 1.8, Rs.474.00/Cum"

3.7 - Loosening, leveling 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 Table 300-2 for embankment construction. PWD SR-2023-24, Vol. 3; Pg.No. 17, Item No. 3.7, Rs.105.00/m3

14.4.a - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder PWD SR-2023-24, Vol. 3; Pg.No. 129, Item No. 14.4(A), Rs.1912.00/Cum"

13.8 - PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. PWD SR-2023-24, Vol. 3; Pg.No. 121, Item No. 13.8, Rs.6811.00/Cum"

8.18 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. PWD SR-2023-24, Vol. 3; Pg.No. 67, Item No. 8.18 , Rs.748.00/each "

17.3 - Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. PWD SR-2023-24, Vol. 2; Pg.No. 175, Item No. 17.3, Rs.1192.00/Cum"

8.16.III - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 200 m stone (Precast) PWD SR-2023-24, Vol. 3; Pg.No. 67, Item No.8.16 (iii). Rs.842 each

2.11.b - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Foundations of Bridges PWD SR-2023-24, Vol. 1; Pg.No. 18, Item No. 2.11 (b), Rs.86206.00/tonne"

GEM RATE - Dell Desktop Computer: Processor Intel Core 7-150U (12 MB cache, 10 cores, 12 threads, up to 5.4 GHz Turbo) Operating System Windows 11 Home Single Language, English Video Card Intel Graphics Monitor 23.8", FHD 1920x1080, 60Hz, IPS, Non-Touch, Anti-Glare,InfnityEdge, Narrow Border Memory 16 GB: 2 x 8 GB, DDR4, 3200 MT/s Storage 1TB M.2 PCIe NVMe Solid State Drive Color Pearl White Cover + Molded Speaker Grill Microsoft Ofce Microsoft Ofce Home and Student 2021 Security Software McAfee LiveSafe 1-year (5-device) Support Services 1Y Basic Onsite Service after remote diagnosis with Hardware-Only Support Accidental Damage Protection None Keyboard Dell Pro Wireless Keyboard and Mouse -KM5221W White - US English Mouse Dell Wireless mouse included with Keyboard Ports 3 USB3.2 Gen 1 ports with Power on/Wake-up support 1 USB 3.2 Gen 2 port with PowerShare 1 USB3.2 Type-C Gen 2 port (Side) 1 HDMI-out 1.4b 1 HDMI-in 1.4b 1 RJ45 Ethernet port 1 Universalheadset jack 1 power-adapter port Slots 1 M.2 2230/2280 slot for PCIe solid-state drive 1 M.22230 slot for WiFi and Bluetooth combo card 1 SD-card slot Dimensions & Weight Without stand:Depth: 1.58 in. (40.20 mm) Width: 21.86 in. (542.70 mm) Rear Height: 15.17 in. (358.54 mm) Front Height: 13.92 in. (353.82 mm) Starting Weight (Touchscreen): 11.39 lb (5.17 kg) Maximum Weight (Touchscreen): 11.72 lb (5.32 kg) Starting Weight (Non-Touchscreen): 11.32 lb (5.14 kg) Maximum Weight (Non-Touchscreen): 11.65 lb (5.29 kg) With Y stand: Depth: 7.85 in. (199.55 mm) Width: 21.22 in. (539.11 mm) Rear height: 16.31 in. (414.30 mm) Front Height: 16.31 in.(414.30 mm) Starting Weight (Touchscreen): 11.94 lb (5.42 kg) Maximum Weight (Touchscreen): 12.25 lb (5.56 kg) Starting Weight (Non-Touchscreen): 11.87 lb (5.49 kg) Maximum Weight (NonTouchscreen): 12.20 lb (5.54 kg) With Isosceles stand: Depth: 7.90 in. (200.70 mm) Width: 20.92 in. (531.50 mm) Rear height: 16.31 in. (414.30 mm) Front Height: 16.31 in. (414.30 mm) Starting Weight (Touchscreen): 12.09 lb (5.49 kg) Maximum Weight (Touchscreen): 12.42 lb (5.64 kg) Starting Weight (Non-Touchscreen): 12.03 lb (5.46 kg) Maximum Weight (Non-Touchscreen): 12.36 lb (5.61 kg) (GEM Rate)

2.11.c - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges PWD SR-2023-24, Vol. 1; Pg.No. 18, Item No. 2.11 (c), Rs.86433.00/tonne"

8.16.II - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary kilometer stone (Precast) PWD SR-2023-24, Vol. 3; Pg.No. 67, Item No.8.16 (ii). Rs.2927 each

8.25.I - Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 PWD SR-2023-24, Vol. 3; Pg.No. 65, Item No.8.25 (i). Rs.3640/m

1.14.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m PWD SR-2023-24, Vol. 1; Pg.No. 8, Item No. 1.14.1, Rs.102.00/m3

8.15 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes." PWD SR-2023-24, Vol. 3; Pg.No. 67, Item No.8.15. Rs.530/m2

13.9 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) PWD SR-2023-24, Vol. 3; Pg.No. 122, Item No. 13.9, Rs.11835.00/Cum"

13.5 - Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. PWD SR-2023-24, Vol. 3; Pg.No. 121, Item No. 13.5, Rs.2264.00/m"

2.1.2 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates PWD SR-2023-24, Vol. 1; Pg.No. 15, Item No. 2.1.2, Rs.5664.00/m3

2.4.3 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR-2023-24, Vol. 1; Pg.No. 16, Item No. 2.4.3, Rs.6336.00/Cum"

Approved Rate - Road Maintanance for 4th year for road with BM+SDBC as wearing coat Maintanance of road for 4th year by clearing and Uprooting Vegitation on either sides of the road, Maintance of surface drains by cleaning, reshaping, deepending of side drains, stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintance and painting fo 200metre and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance

12.4 - 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 mm 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 Specification. PWD SR-2023-24, Vol. 3; Pg.No. 117, Item No. 12.4, Rs.2677.00/cum

16.29 - Providing and fixing of typical Work informatory sign board with Logo as per MORD specifications and drawing.i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7" PWD SR-2023-24, Vol. 3; Pg.No. 149, Item No. 16.29 , Rs.15352.00/each

1.14.1 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m PWD SR-2023-24, Vol. 1; Pg.No. 8, Item No. 1.14.1, Rs.102.00/Cum"

2.17.C - CD works - Pipe Culvert Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 900 mm PWD SR-2023-24, Vol. 3; Pg.No. 11, Item No. 2.17 (C), Rs.1374.00/m

12.3.a - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material PWD SR-2023-24, Vol. 3; Pg.No. 117, Item No. 12.3(A), Rs.1168.00/cum"

8.18 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting PWD SR-2023-24, Vol. 3; Pg.No. 67, Item No. 8.18, Rs. 748.00 each

2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. PWD SR-2023-24, Vol. 1; Pg.No. 15, Item No. 2.1.3, Rs.5989.00/Cum"

16.15.b - 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 1101.6. (1000mm dia) PWD SR-2023-24, Vol. 3; Pg.No. 146, Item No. 16.15 (b), Rs.7958.00/m

5.8.II.C - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Bituminous Macadam Grading - II for traffic 20 MSA PWD SR-2023-24, Vol. 3; Pg.No. 35, Item No. 5.8 (ii) C Rs.7661.00/m3

2.5.II.A - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. PWD SR-2023-24, Vol. 3; Pg.No. 9, Item No. 2.5 (ii) a, Rs.393.00/100m2

13.2 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) PWD SR-2023-24, Vol. 3; Pg.No. 121, Item No. 13.2, Rs.13971.00/Cum"

4.17 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density PWD SR-2023-24, Vol. 3; Pg.No. 26, Item No. 4.17 Rs.2559.00/m3

8.7 - Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing PWD SR-2023-24, Vol. 3; Pg.No. 65, Item No.8.7. Rs.9010/m2

5.1 - Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. PWD SR-2023-24, Vol. 3; Pg.No. 31, Item No. 5.1 Rs.41.00/m2

5.4.II - Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. PWD SR-2023-24, Vol. 3; Pg.No. 31, Item No. 5.4 (ii) Rs.14.00/m2

2.2.1 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR-2023-24, Vol. 1; Pg.No. 15, Item No. 2.2.1, Rs.6287.00/Cum"