SHORT TERM MAINTENANCE OF DIFFERENT ROADS UNDER PWD DIVISION SAGAR LENGTH 51.70 KM RS. 372.57 LACS 1 SHORT TERM MAINTENANCE ESTIAMTE FOR BANDA BARA KERBANA ROAD KM 8.00 KM 2 SHORT TERM MAINTENANCE ESTIAMTE FOR BARAYTHA GIRAR ROAD KM LENGTH 2

ANNEXURE-G

NIT SCHEDULE FOR THE

Short Term Maintenance estiamte for BANDA BARA KERBANA ROAD KM =8.00 KM

Short Term Maintenance estiamte for BARAYTHA GIRAR ROAD KM .= LENGTH-2.00 KM

Short Term Maintenance estiamte for AMARPUR DATIYA ROAD LENGTH- 1.00 KM

Short Term Maintenance estiamte for BARKHEDA SIKANDRA GUDA BALEH ROAD LENGTH- 6.10 KM

Short Term Maintenance estiamte for GARHAKOTA DEVPURA GUNJORA ROAD LENGTH 7.00 KM

Short Term Maintenance estiamte for GHATAMPUR BHAISWAHI ROAD LENGTH 18.60 KM

Short Term Maintenance estiamte for RENGUWA CHARKHARI VIJAYPURA ROAD LENGTH 4.00 KM

Short Term Maintenance estiamte for INAYATPUR JHOLSI ROAD LENGTH 5.00 KM

SCHEDULE OF RATES FOR ROAD & BRIDGE WORKS IN fORCE fROM 11-04-2025

PAC RS- 372.573

SOR ITEM NO 2.2

2.2 Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness

A In area of light jungle (in 40% Area)

SOR ITEM NO 2.4

Dismantling of Flexible Pavements Dismantling of flexible pavements thickness more than 100 mm and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately.

(in 5% Area)

SOR ITEM NO 3.13

Embankment/ Sub Grade Construction with Material Obtained from Borrow PitsConstruction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300.

(in 5% Area)

SOR ITEM NO 4.2

Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.

(ii) For 37.5 mm maximum size (in2.5% Area)

SOR ITEM NO 4.3

Wet Mix Macadam 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

(in2.5% Area)

10.6 Providing and repairing by WMM layer including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification with depth 50mm to 100 mm including all material, labour, etc. complete.

FOR 5 % AREA

SOR ITEM NO 5.1

Prime Coat Over WMM/WBM Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per clause 502 of specifications.

(in 5%+2.5% Area)

SOR ITEM NO5.2

(ii) Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications

(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer)

(i) @ 0.25 kg per sqm (normal bituminous surfaces) FOR BUSG LAYER 5 % AREA QTY AS ABOVE

SOR ITEM NO.5.6

Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.

(V) for GradingII(19 mm nominal size) Bitument Content Minimum 4.5% with Bitumen 30/40 (VG-40)

From ch.129+200 to 129+395

From ch.129+395 to 131+840

From ch.131+840 to 131+965

From ch. 131+965 to 132+015

From ch. to 132+015 to 132+140

From ch.132+140 to 138+843

From ch.138+843 to 139+038

(in 5%+2.5% Area)

SOR ITEM NO-10.5

Built-Up-Spray Grout Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two-layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm.

SOR ITEM NO-10.20

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing Primer coat, tack coat, 20 mm thick pre-mix carpet material having binder content @ 14.6 kg per sqm and seal coat type B having bitumen content @ 6.8 kg per 10 sqm as per technical specification and compacting with three wheeled 80-100 kN Static Roller.

SOR ITEM NO.5.7

Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification.

(vi) for Grading-II (30-45 mm thickness ) with 30/40 bitumen(VG-40)

SOR ITEM NO.5.11 (ii) PN. 31

Seal Coat Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats, all complete as per clause 511 of Specification

5.9 Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tone capacity, finished to required level and grades all complete as per clause 510 of specification.

(i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than 75 tones/hour. FOR BUSG 5% AREA

5.11 Seal Coat Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats, all complete as per clause 511 of Specification. (i) Case - I: Type A Providing and laying of liquid seal coat comprising of an application of layer of bitumen binder followed by a cover of stony chips, All complete as per clause 511 of specification.

(i) Case - I: Type A Providing and laying of liquid seal coat comprising of an application of layer of bitumen binder followed by a cover of stony chips, All complete as per clause 511 of specification.

SOR ITEM NO 10.27

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with smooth wheel roller, vibratory roller, hand roller, plate vibrator, plate compactor at OMC to achive atlist 97% of the Maximum dry density in accordance to MoRT&H specification clause 3003.3

SOR ITEM NO. 8.38

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Bituminous surface. Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Resin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications.

SOR ITEM NO. 8.4

Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2022 clause 6.7.4.3 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be submitted by the

i) 90 cm equilateral triangle

ii) 60 cm equilateral triangle

iii) 60 cm circular

iv) 80 mm x 60 mm rectangular

v) 60 cm x 45 cm rectangular

SOR item no.8.8

Direction and Place Identification signs more than 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2022 clause 6.7.4.3 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on 2 nos. of MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & su

SOR ITEM NO.8.23Pn 57

Road Markers/Road Stud with Lense Reflector Psupport a load of 13635 Kg tested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. he reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so Cubes capable of that they do not pose safety hazard on the road. The contractor shall submit a two-year replacement warranty. for satisfactory field performance including stipulated retro-reflectance of the reflecting panel. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA / AUTOMARK)

SOR ITEM NO.8.22Pn56

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.

SOR ITEM NO.8.36

Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting andprinting etc

(i) 5th Km Stone

(ii) Ordinary Kilometer stone (Precast)

(iii) Hectometer stone (Precast)

SOR ITEM NO.10.32

Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 5th Km. Stone.

(ii) One coat on old work.

SOR ITEM NO.10.33 PN.73

Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for ordinary Km. Stone.

(ii) One coat on old work.

SOR ITEM NO.10.34PN.73

Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 0.2 Km. Stones or Boundary Stones..

(ii) One coat on old work

SOR ITEM NO.4.16

ant clause of 408.

SOR ITEM NO.8.17

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 7centre to centre, however 5 spaces of 600mm each between vertical post and 5 spaces of 900mm each between vertical post will be kept adjacent to RCC parapet/ concrete crash barrier in accordance to figure 9.14 of the IRC-SP: 73-2018, 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) and treatment for metal beam cresh barrier on approach shall be modified eccentric loader terminal arrangement as shown in figure 9.12 of IRC- SP : 73-2018 End portion of metal beam crash barrier shall be flared outside by 1.25 mtr. Distance in last section of 8 mtr. Length. Departure side it shall be trailing terminal (TT) arrangement as shown in figure 9.13 of the IRC SP-73-2018. End portion of metal beam crash barrier shall be flared outside by 0.35 mtr. Distance i

metre

SOR ITEM NO 10.61

TThe maintenance of all type of drains including erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification including all material, labour, etc. complete.

SOR ITEM NO 3.3 P 19

Excavation in Soil using Hydraulic Excavator and Tippers with disposal up to 1000 meters. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead up to 1000m as per relevant clauses of section-300 of specification.

Nalla training

SOR ITEM NO 3.1 P 19

EExcavation in Soil by Manual Means Excavation for roadway in soil including loading and unloading in/from truck for carrying of suitable cut earth to embankment site and disposing off unsuitable earth with all lifts and lead up to 1000 meters as per clauses of section-300.

Pipe and Slab Culverts

SOR ITEM NO.17.8 P.N 97

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification

BILL NO, 2: PERIODIC MAINTENANCE

SOR ITEM NO.12.6 PN. 77 12.6 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .

A PCC Grade M15

B PCC Grade M20

C RCC Grade M20

G RCC Grade M30

SOR ITEM NO.3.18 PN.20 SConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Suitable Excavated material to be used in embankment within a lead of 50 meters as per relevant clauses of section-300.

SOR ITEM NO.13.4plying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600.

SOR ITEM NO.9.2 PN.62 Providing and Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced

A 1000 mm dia

SOR ITEM NO.8.41 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing and fixing of high mask 30.00 m hight. (Solar Powerd)

BILL No. 3- ROUTINE MAINTENANCE

To carry out all the necessary works to keep the road in Approprite service level condition as defined in the document on all type of carriageway (Flexible/Rigid) which includes but not limited to (i) For Flexible pavement Providing treatment and repair of pot holes/ ruts and any depth/ patch repgir of all types of bitumen pavement Complete as per Technical Specification Clause 3004.2 and as per direction of Engineer by using paving grade bitumen/ emulsion/ cold ready mix material. The job includes removal of all failed material, trimming of completed excavation to providing firm vertcal faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause no. 503 back filling the patch with bituminous material as per clause no. 509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specification

(ii) For Rigid Pavement Repair of localized failed areas of PQC, Full depth repair of PQC slab, Sealing of crack/porous concrete, Repair of Joint Grooves, Repair Involving Removal of Old Joint Sealant and Sealing with Fresh Sealant, Repair of transverse joints, repair of longitudinal crack s through Cross-stitching/Stapling, Repair of honey combed and spalled concrete surface, Improvement of Pavement Surface texture through Diamond Grinding/Grooving etc. III. Repair to shoulders IV. Jungle clearance on shoulders, medians and embankment slopes V. Repair and cleaning of cross drainage works including culvers and minor bridges and side drains VI. Providing mandatory road signs as per the site condition, km stones including minor repair for existing road signs and km stones. VII. Providing road markings as per the requirement. VIII. Repair and painting of median/curves/railing/parapet. IX. Missing crash barriers. X. Repair/replacement of expansion joints if required. XI. Cleaning and greasing of bearings. XII. Any other item required to bring the carriageway/structure in serviceable condition.

Months

Energy/Electricity Charges for High Mast (For ItemNo. 30)

WORK OF POT HOLE FILLIG& ROAD MAINTINNANCE WOR OF ROA D WITH CITIZEN EMERGENCY MODEL FOR REGISTRATION OF COMPLAINTS BY CITIZEN TIME BOUND RESOLUTION INCLUDING MAINTINANCE OF SHOULDER SIGN BOURD KM STONE ROAD MARKING CRASH BARRIER & OTHER ROAD FURTITURES PAINTING OF CULVERTS & KEEL ALL ROAD IN SMAE CONSITION AS AFTER INITIAL REPAIR (COST FOR PER KM AND PER MONTH) FOR 5.5 MTR 10.00 kmx12= 120

WORK OF POT HOLE FILLIG& ROAD MAINTINNANCE WOR OF ROA D WITH CITIZEN EMERGENCY MODEL FOR REGISTRATION OF COMPLAINTS BY CITIZEN TIME BOUND RESOLUTION INCLUDING MAINTINANCE OF SHOULDER SIGN BOURD KM STONE ROAD MARKING CRASH BARRIER & OTHER ROAD FURTITURES PAINTING OF CULVERTS & KEEL ALL ROAD IN SMAE CONSITION AS AFTER INITIAL REPAIR (COST FOR PER KM AND PER MONTH) FOR 7.00 MTR 2.00 kmx12= 24

TOTAL

SAY RS

EXECUTIVE ENGINEER