Tender For Remaining Work Permanent Repair 2025-2026 Package No. Rj-09-Pr-25-26-Bnd-03
Tender Value
2.03 Crore
Estimated cost
Bid Submission
22 Sep 2026
9 days left
EMD
4.06 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bundi → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Remaining Work Permanent Repair 2025-2026 Package No. Rj-09-Pr-25-26-Bnd-03
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land 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 |
| 2 | A/R to Lohli |
| 3 | Total |
| 4 | Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 |
| 5 | A/R to Lohli |
| 6 | A/R to Lohli Road to khadibaran |
| 7 | Total |
| 8 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material |
| 9 | A/R to Lohli |
| 10 | A/R to Lohli Road to khadibaran |
| 11 | Bhumakeda to Abra |
| 12 | Total |
| 13 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 14 | A/R to Lohli |
| 15 | A/R to Lohli Road to khadibaran |
| 16 | Total |
| 17 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge |
| 18 | A/R to Lohli |
| 19 | A/R to Lohli Road to khadibaran |
| 20 | SH-34 (Km. 96/0) Rihana khayawada Hanotiya Kurel River Jaisthal Ohadi Bordamal upto MDR -194 Km. 0/0 to 11/00 |
| 21 | Total |
| 22 | Construction of Embankment with Material Obtained from Borrow Pits 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 |
| 23 | SH-34 (Km. 96/0) Rihana khayawada Hanotiya Kurel River Jaisthal Ohadi Bordamal upto MDR -194 Km. 0/0 to 11/00 |
| 24 | Total |
| 25 | 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. |
| 26 | Bhumakeda to Abra |
| 27 | Total |
| 28 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 29 | A/R to Lohli |
| 30 | A/R to Lohli Road to khadibaran |
| 31 | Bhumakeda to Abra |
| 32 | A/R to Barel Mataji from Raithal |
| 33 | Total |
| 34 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) |
| 35 | A/R to Lohli |
| 36 | A/R to Lohli Road to khadibaran |
| 37 | Bhumakeda to Abra |
| 38 | Total |
| 39 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) |
| 40 | A/R to Lohli |
| 41 | A/R to Lohli Road to khadibaran |
| 42 | Bhumakeda to Abra |
| 43 | Total |
| 44 | Traffic Signs Retro-reflectorised Traffic Signs 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 801 600 mm equilateral triangle |
| 45 | A/R to Lohli |
| 46 | A/R to Lohli Road to khadibaran |
| 47 | Bhumakeda to Abra |
| 48 | A/R to Barel Mataji from Raithal |
| 49 | Total |
| 50 | Traffic Signs Retro-reflectorised Traffic Signs 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 801 600 mm circular |
| 51 | A/R to Lohli |
| 52 | A/R to Lohli Road to khadibaran |
| 53 | Bhumakeda to Abra |
| 54 | Total |
| 55 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.300 mm dia |
| 56 | A/R to Lohli |
| 57 | A/R to Lohli Road to khadibaran |
| 58 | Bhumakeda to Abra |
| 59 | Total |
| 60 | Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
| 61 | A/R to Lohli |
| 62 | A/R to Lohli Road to khadibaran |
| 63 | A/R to Barel Mataji from Raithal |
| 64 | Total |
| 65 | Traffic Signs Retro-reflectorised Traffic Signs 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 801 600 mm x 450 mm rectangular |
| 66 | A/R to Lohli |
| 67 | A/R to Lohli Road to khadibaran |
| 68 | Bhumakeda to Abra |
| 69 | A/R to Barel Mataji from Raithal |
| 70 | Total |
| 71 | Granular Sub-Base with Close Graded Material (Table:- 400-1) 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-IV Material |
| 72 | A/R to Lohli |
| 73 | A/R to Lohli Road to khadibaran |
| 74 | Total |
| 75 | Dry Lean Cement Concrete 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. |
| 76 | A/R to Lohli |
| 77 | A/R to Lohli Road to khadibaran |
| 78 | Total |
| 79 | Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film 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). |
| 80 | A/R to Lohli |
| 81 | A/R to Lohli Road to khadibaran |
| 82 | Total |
| 83 | Excavation for Structures 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 m depth |
| 84 | A/R to Lohli Road to khadibaran |
| 85 | SH-34 (Km. 96/0) Rihana khayawada Hanotiya Kurel River Jaisthal Ohadi Bordamal upto MDR -194 Km. 0/0 to 11/00 |
| 86 | Total |
| 87 | 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 |
| 88 | A/R to Lohli Road to khadibaran |
| 89 | Bhumakeda to Abra |
| 90 | SH-34 (Km. 96/0) Rihana khayawada Hanotiya Kurel River Jaisthal Ohadi Bordamal upto MDR -194 Km. 0/0 to 11/00 |
| 91 | Total |
| 92 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 |
| 93 | A/R to Lohli Road to khadibaran |
| 94 | SH-34 (Km. 96/0) Rihana khayawada Hanotiya Kurel River Jaisthal Ohadi Bordamal upto MDR -194 Km. 0/0 to 11/00 |
| 95 | Total |
| 96 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 97 | Bhumakeda to Abra |
| 98 | A/R to Barel Mataji from Raithal |
| 99 | SH-34 (Km. 96/0) Rihana khayawada Hanotiya Kurel River Jaisthal Ohadi Bordamal upto MDR -194 Km. 0/0 to 11/00 |
| 100 | Total |
| 101 | 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 |
| 102 | Bhumakeda to Abra |
| 103 | SH-34 (Km. 96/0) Rihana khayawada Hanotiya Kurel River Jaisthal Ohadi Bordamal upto MDR -194 Km. 0/0 to 11/00 |
| 104 | Total Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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