RJ-28-08/NP/ML/2025-26

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 MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd lqUnjiqj fdeh 0@0 ls 0@450

lEidZ lMd NdMk

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

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 MoRTH Specification Clause 305.4.3

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

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.

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd NdMk

Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd NdMk

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 50 m as per MoRTH Specification Clause 305.3

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

Earth, Sand, Lime, Morrum manure or sludge lead For 20 Km.

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-III Material

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd lqUnjiqj fdeh 0@0 ls 0@450

lEidZ lMd NdMk

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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Extra rate for carriage of mixed material additional lead from in item 4.6

2nd Km. to 10th Km

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

11th Km. to 20th Km

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)

lEidZ lMd NdMk

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

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 Viscosity 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 MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30)

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

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 MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30)

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd lqUnjiqj fdeh 0@0 ls 0@450

lEidZ lMd NdMk

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately)

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd lqUnjiqj fdeh 0@0 ls 0@450

lEidZ lMd NdMk

Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge.

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd lqUnjiqj fdeh 0@0 ls 0@450

lEidZ lMd NdMk

Kilo Metre Stone (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)

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd lqUnjiqj fdeh 0@0 ls 0@450

lEidZ lMd NdMk

200 m stone (precast)

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd lqUnjiqj fdeh 0@0 ls 0@450

lEidZ lMd NdMk

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lkyksnk&ihyksnk&cxykbZ viVw uknkSrh jksM ¼xaxkiqj flVh½ pSust 11@640 ls 11@990

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd lqUnjiqj fdeh 0@0 ls 0@450

lEidZ lMd NdMk

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801

900 mm equilateral triangle

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

800 mm x 600 mm rectangular

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

lEidZ lMd [kjSMk fdeh 0@0 ls 0@800 ¼lhlh lMd fuekZ.k½

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 mtr. depth

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5)

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Providing and laying Reinforced cement concrete pipes NP-3 for culverts on first class bedding og granular material in single row including jointing ends and fixing collar with cement mortar 1:2. but excluding excavation ,protection works, backfilling concrete and masonry works in head walls and parapets (MoRTH specification : clause 1000/2905).

300 mm dia

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

lEidZ lMd Hkkyiqj fdeh 0@0 ls 2@0

[k.Mhi js.Mky; jksM fdeh 3@500 ls eksgpkdkiqjk ck;ka ewypUn dh <k.kh fdeh 0@0 ls 2@650

lEidZ lMd NdMk

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In hard soil mixed with kankar,boulders etc. above 20% Depth upto 3 metre

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 RCC Grade M-20

lEidZ lMd NdMk

Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200

lEidZ lMd NdMk

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706

lEidZ lMd NdMk

Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:4 cement mortar

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

Plastering with cement mortar (1:4), 20 mm thick on Stone work.

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

f[knjiqj ls NksVh mnsbZ jsYos LVs'ku ck;ka dkjsM

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905. 1000 mm dia

egkuUniqj M;ks<k lhfu;j ldS.Mjh Ldwy ls ,l,p&25 ls ,u-,p&11ch ok;ka Ygkokn& lksi& f[knjiqj& mnsbZ [kqnZ& Nk.k& thoyh &jkeiqjk& dqMxkoa lMd

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