Tender For Repair Of Culverts Damaged By Rain On Various Roads In Kota District Division. Package Number Rj-23/26-27/District Division Kota/03
Tender Value
60.50 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
2 days left
EMD
1.21 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kota → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of Culverts Damaged By Rain On Various Roads In Kota District Division. Package Number Rj-23/26-27/District Division Kota/03
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Nov-2026 | DATE CORRIGENDUM-03 | Date | 12-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 rock (not requiring blasting) Upto 3 m depth |
| 2 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 3 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 4 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 5 | 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 |
| 6 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 7 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 8 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 9 | 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 |
| 10 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 11 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 12 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 13 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 14 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 15 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 16 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 17 | 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 |
| 18 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 19 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 20 | 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) |
| 21 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 22 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 23 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 24 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.25 M x 1.25 M |
| 25 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 26 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 27 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.50 M x 1.50 M |
| 28 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 29 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 30 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 31 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 32 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 33 | 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 20 Nominal mix (1:2:4) |
| 34 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 35 | 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 fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 36 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 37 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 38 | Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (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 fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive 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 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 39 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 40 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 41 | 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 with a lead of 1 Km. For Grading-II Material |
| 42 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 43 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 44 | 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 |
| 45 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 46 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 47 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 48 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge |
| 49 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 50 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 51 | vizksp lMd “kadjiqjk pSust 2@700 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 52 | 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. |
| 53 | cMkSfn;k lMd ls MMokMk “kadjiqjk lMd ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 54 | 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. 1000 mm dia |
| 55 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 56 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete |
| 57 | “kadjiqjk ls vUUiw.kkZ ekrkth lMd pSust 0@200 ij {kfrxzLr iqfy;k dk ejEer dk;Z |
| 58 | Add GST (18%) on Total Costruction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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