IR/PR/CR/FDR (2025-26)

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of All Type Of jungle (SOR, It No. 26117C)

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(E) From Borrow area within all lead & lift. (SOR, It No. 26001EA)

Rolling and watering of earthwork in layers with power roller including filling in depressions which occur during the process. (more than 10 ton) (SOR, It No. 26002A+26003)

Construction of embarkment with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement to table 300-2 , Construction of Embankment with Material Obtained from Borrowpits area within 1.0 Km Lead (SOR, It No. 26158)

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work (SOR, It No. 20002)

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed up to All Lead & Lift (SOR, It No. 26008)

Excavtion for foundation in upto all depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to All lead in (B)Dense or Hard soil (SOR, It No. 26075B)

Excavtion for foundation in upto all depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to All lead in (C) Hard Murrum (SOR, It No. 26075C)

Excavtion for foundation in upto all depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to All lead in (D) Soft rock not requiring Blasting (SOR, It No. 26075D)

Excavtion for foundation in upto all depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to All lead in (E) Hard Rock (SOR, It No. 26075E)

Filling around the pipes with murrum including dressing, tampering etc. complete.(SOR, It No. 26084)

Providing & filling in foundation with ordinary CC M-100 mix & providing necessary vertical pin headers icluding formwork vibrating ramming and curing etc.comp.(SOR, It No. 27012A)

Providing & Casting in situ ordinary CC M-150 mix & providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing & finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton (SOR Page no.208/ It. no. 27053AA/NBO-0.0+ cement diff. ) (Rs. 3516.43 + Rs.366.38 - Rs. 3882.81 )

Providing & Casting in situ ordinary CC M-200 mix & providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing & finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton (SOR Page no.208/ It. no. 27053AA/NBO-0.0+ cement diff. ) (Rs. 3516.43 + Rs.732.76 - Rs. 4249.19 )

Providing and casting in situ ordinary Trimix cement concrete M200 for average mm thick road work laid as directed including provoding and laying MS side rail of road thickness with necessary nut bolts plates fixing as per width width applying plate vibrator ( Electric or Diesel )on channel compressor with vaccume dewatering system by using all necessary equipment and materials and machinary such as running creed vibrator on prelaid MS Channel for levelling vaccum pump floating power trovelling etc filling the joints with Bitumin as directed etc.

Providing and laying in position TMT FE 500D reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for the following As Per Detail Drawing (SOR, It No. 27109)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458 : 1991 specifications including setting the pipes in Cement mortar 1 : 2 watering and laying (to level or slope) of class NP3 of [Vii] 900 mm internal dia Upto All Lead & Lift

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458 : 1991 specifications including setting the pipes in Cement mortar 1 : 2 watering and laying (to level or slope) of class NP3 of [Vii] 600 mm internal dia Upto All Lead & Lift

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458 : 1991 specifications including setting the pipes in Cement mortar 1 : 2 watering and laying (to level or slope) of class NP3 of [Vii] 300 mm internal dia Upto All Lead & Lift

White washing with lime on wall surface (Two coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust, mortar drops and other foreign matter

Providing and fixing 5th Kilometer stone of approved hard stone as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete (SOR, It No. 26049)

Providing and fixing ordinary K.M Stone precast C.C 1:2:4 including necessary reinforement as per I.R.C type design in C.C 1:4:8 including painting and lettering etc. complete.(SOR, It No. 26051)

Providing & fixing Hectometer as per IRC type design including painting, lettering etc.complete ( i ) fixing in C.C. 1:5:10 (SOR, It No. 26044B)

Providing and fixing guard stone as per I.R.C. type design including white washing etc. complete.(ii) Fixing in C.C. 1:5:10 (SOR, It No. 26045B)

Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10 (SOR, It No. 26053B)

Pinting and lettering with enamel paint 3- coats etc complete.(ii) Ordinary K.M. Stone for O.D.R. and V.R.(SOR, It No. 26058B)

Pinting and lettering with enamel paint 3- coats etc complete.(iv) Hectometer stone.(SOR, It No. 26058D)

Supplying and fixing road sign board of M.S. plates and angle iron including painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary excavation etc. complete as per I.R.C. type design.(ii) Reflective type (SOR, It No. 26054B)

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet; size 90 x 90 x90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg.including excavation,curing etc.complete under the supervision of engineer in charge.(A) Engineer Grade(VR) (SOR, It No. 26092A)

Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. specifications; 3.1m long stand postand frame fabricated from suitable size iron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and white bends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26093A)

Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with phospheting process & acid eteching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of ngineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A)Engineer Grade(VR)....(SOR, It No. 26094A)

Direction sign (Junction board):-Providing and fixing sing boards made out of 2mm aluminium sheet; size 244 x122cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26098A)

Distance Informatory/ Destubatuib sign :Providing and fixing sing boards made out of 2mm aluminium sheet; size 180 x 120cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm 75 x 75 x 6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26099A)

Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc.complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26101A)

Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)...(SOR, It No. 26102A)

Sign Board per square Meter :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 1 Meter x 1 Meter as as per the design given by engineer in charge pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame may be fabricated either from suitable size iron angle of 35 x 35x 3mm & 50 x 50 x 5mm & 75 x 75 x 6mm as required painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)......(SOR, It No. 26103A)

Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.(SOR, It No. 26161)

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers 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 13635 kgs. 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 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm 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 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and The color of the marker should be as per the IRC 35-2015 and as directed engineer in charge (SOR, It No. 26162A)

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle f35x35x3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-B Type-4 Retro Reflective sheeting (SOR, It No. 26171)

Providing & fixing Flood guage post of M.S.angle of 100 x 100 x 6mm. 2.00mt. ht. including fixing in CC 1:2:4 block 0.30 X 0.30m X 0.45m including oil Painting etc. complete

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.(SOR Page no.126, It.No.-14033)

Providing Cement Vata(10cm. X 10cm. Size) quarter round in cement Mortar 1:1 including neat cement finishing, watering etc. complete.(SOR p.no.132 /item no.17015)

Providing and laying - Filter Media 900mm thick directed at the back of abutments, returns and wing walls as per detailed specifacations. (SOR p.no.232 /item no.27004BA)

Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of 100mm including laying in proper grede and jointing the completed as per detailed specification.(SOR p.no.239 /item no.27050A)

Providing cement pointing in Cement Mortar 1:3 to masonry work including raking out joints, scaffolding and curing etc. complete.(SOR p.no.239 /item no.27051)

Supplying labour at site of work for different type of work as directed (with tools and plants). (RA)

Providing panel wall for dry stone pitching in uncourased rubble masonary with had stone of approved quality in cement. mortar 1.5 including curing etc, complete.(SOR 2023-24, It. No. 26062A)

Labour charges for dry stone pitching of 20.0 cm. thick including preparing the surface etc complete. (SOR 2023-24, It. No. 26061)

White stone bela masonry block in course in superstructure with stone of approved quality in cement mortar 1 : 5 ( 1 - Cement : 5 - Course sand ) including racking the joints etc. complete. ( S.O.R. Item code. 07010A )

Providing and laying granular sub-base Grade-I C.B.R. not less than 30 Percentage by providing coarse graded materials, consisting of B.T. crushed stone aggregates 53 mm to 26.5mm @ 35 Percentage, 26.5mm to 4.75mm @ 45 Percentage 2.36 mm to below @ 20 Percentage coarse sand combination and stone dust/grit spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at O.M.C. to required dry density including filling the depressions which occred during the process using vibratory roller 8-T to 10-T complete as per Clause-401.

Item Description

Supplying and stacking Machine Crushed Quarry spall with All Lead & Lift.(SOR SI No.563, M505)

Supplying and stacking of Machine Crushed Stone of 25mm to 40mm size on road site (for WBM road) with All Lead & Lift.

Supplying and stacking of crushed stone aggregates, chippings of hard of stone 40 to 63 mm mm size free of disintegrated pieces of deleterious and organic matter (for W.B.M.) and grading as per I.R.C. code with All Lead & Lift including filling the boxes.

Supplying and stacking of Machine crushed stone aggregates, chippings etc.of 6 to 10 mm size of hard stone free of disintegrated pieces, deleterious and organic matter (for WBM) and grading as per I.R.C. code with All Lead & Lift Including filling the boxes.

Supplying and stacking of Stone dust/ binding materials on road site including filling the measure boxes with All Lead & Lift Including filling the boxes.

Supplying & stacking murrum / binding materials of approved quality on road site including filling measure boxes etc. complete

Spreading the stone aggregate for solling and W.B.M. including filling the interstices to required camber and gradient (P.172, It.No.26018A )

Spreading the stone dust/ murrum / binding materials / quarry spall filling the gaps in matel and levelling to camber and gradient as directed.(P.173, It.No.26020A )

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C) Water bound Macadam (P.216, It.No.26118 C)

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.) (RA)

Providing and applying primar coat with bitumen emulsion on prepared surface of granular base including cleaning of road sureface and spraying primer @ rate of 0.60 kg./Sq.m using mechanical means.(NH SOR It No.5.1A(i))

Providing and laying 37.50 mm thick Built up spray grout in One layers using black crushed stone aggregate as per gradation and specification including using bitumen for tackcoat at the rate of 2.5 Kg./10 Sqmt. on Surface by mechanical sprayer and bitumen of VG-30 grade mixing at the rate of 19.90 Kg./ M.T.by weight of total mix ( i.e.1.99 Percentage ) including heating and mixing the aggregate and bitumen by drum mix plant, transporting the mix and spreading the same by paver finisher and consolidation with vibratory roller including cost of all materials, fuel, labours,tools and plants. using contractor's own drum mix plant and machineries etc. complete.

Providing, laying and rolling of 25 mm thick open graded premix bitumenous carpet with B.T. aggregate as specified and using bitumen VG-30 for tackcoat at the rate of 2.5 Kg./10 Sq.Mt. on BT surface and using bitumen VG-30 for mixing with aggregate at the rate of 3.36 Percentage i.e. 33.60 Kg./ M.T. of total mix including heating and mixing in drum mix plant, spreading the same with paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labor charges etc. using contractor's own drum mix plant and equipment, tools etc. completed in accordance with the requirement of specification.

Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG-30 for mixing with aggregate at the rate of 4.5 Percentage i.e. 45.00 Kg./M.T. of total mix including heating and mixing in drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tools etc. complete in accordance with the requirement of specification.

Providing, laying & rolling 37.50mm thick compacted bituminius macadam with B.T. aggregate as specified usingbitumin for tack coat at the rate of 2.50 Kg/ 10 sq.m. on bitumen surface & using bitumen for mixing with aggregate at the rate of 3.50 Percentage i.e. 35.00 kg / M.T. of total mix including heating & mixing in Drum mix plant & spreading the same with paver finisher & consolidation by vibratory roller 80 KN to 100 KN static weight including necessary firewood, oil, lubricants, labourcharges, asphalt etc.using contractors own plant & equipment, tools etc. completed in accordance with the requirement of specification.

Providing & laying Mix Seal Surface with BT aggregate as specified using stone aggregates 0.27 cmt per 10 sqmt. as per MORTH. specification & asphalt for mixing at the rate of 5.1 Percentage i.e. 51.00 Kg./M.T. of total weight of mix including heating the aggregates & asphalt in contineous batching Drum mix plant, spreading the same with Paver finisher including rolling & consolidation with vibratory roller including all materials( Type B ), necessary firewood, oil, lubricants, labour charges etc. using contractor’s own Drum mix plant, and equipment, tool etc comp. in accordance with the requirement of specification.

Providing and laying Bituminous patchwork using B.T.chips 0.36 Cum for 10 Drum mix plant without tack coat including providing equipments,tools and plants,fire wood,oil kerosene,labour charges etc. comp.using contactors machinary Drum mix plant and spreading manually without tack coat and excl. cost of consolidation.

Provoding and laying asphalt painting on BT surface with Bitumin grade VG-30 at the rate of 5.00 kg/10 sqm by mechanical sprayer and spreading the stone dust on prepared surface at the rate 0.03 cum/10 sqm and rolling with PTR roller & brushing etc. complete.

Hydraulic Excavator 1 cum bucket capacity @ 60 cum per hour for the differenet type of works with machinaries, oil, fuel,driver etc complete. (SOR SI No.16, H016)

Tractor Trolley (Considering 1 Tractor Trolley for hire charges with machinaries, oil, fuel, driver & necessary euipments etc complete. (SOR SI No.33, H033)

Vibratory roller 8 - 10 tonnes @ 100 cum per hour on hire charges with machinaries,oil,fuel,driver & necessary euipments etc complete. (SOR SI No.20, H020)

Hire charges for Crane on hire charges with machinaries,oil,fuel,driver & necessary euipments etc complete. (SOR SI No.7, H007)

Water Tanker 6 kl capacity on hire charges with machinaries,oil,fuel,driver & necessary euipments etc complete. (SOR SI No.731, M673)

Tipper 10 tonne capacity tonne for hire charges with machinaries, oil, fuel, driver & necessary euipments etc complete. (SOR SI No.17, H017)

Motor grader for grading @ 100 cum per hour for hire charges with machinaries, oil, fuel, driver & necessary euipments etc complete. (SOR SI No.19, H019)