Tender For Cross Drain Work
Tender Value
1.23 Crore
Estimated cost
Bid Submission
29 Oct 2026
11 days left
EMD
2.46 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
Sawai Madhopur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Cross Drain Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-Oct-2026 | Date Extend | Date | 29-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling Stone Masonry as per MoRTH Specification Clause 202., Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Rubble Stone Masonry in Cement Mortar |
| 2 | Sisolov to Bapui |
| 3 | Bapui to Gugdod |
| 4 | Jastana to Sunderpur |
| 5 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202., 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 |
| 6 | Sisolov to Bapui |
| 7 | Bapui to Gugdod |
| 8 | Jastana to Sunderpur |
| 9 | 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 |
| 10 | Sisolov to Bapui |
| 11 | Bapui to Gugdod |
| 12 | A/R to Gotod |
| 13 | Jastana to Sunderpur |
| 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104P.C.C grade M 10Nominal mix 1:3:6 |
| 15 | Sisolov to Bapui |
| 16 | Bapui to Gugdod |
| 17 | A/R to Gotod |
| 18 | Jastana to Sunderpur |
| 19 | 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) |
| 20 | Sisolov to Bapui |
| 21 | Bapui to Gugdod |
| 22 | Jastana to Sunderpur |
| 23 | 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 |
| 24 | Sisolov to Bapui |
| 25 | Bapui to Gugdod |
| 26 | A/R to Gotod |
| 27 | Jastana to Sunderpur |
| 28 | 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 |
| 29 | Sisolov to Bapui |
| 30 | 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 1.00 M x 1.00 M |
| 31 | Bapui to Gugdod |
| 32 | A/R to Gotod |
| 33 | Jastana to Sunderpur |
| 34 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 35 | Sisolov to Bapui |
| 36 | Bapui to Gugdod |
| 37 | A/R to Gotod |
| 38 | Jastana to Sunderpur |
| 39 | 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 2206.675 mm thick |
| 40 | Sisolov to Bapui |
| 41 | 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 |
| 42 | Sisolov to Bapui |
| 43 | Bapui to Gugdod |
| 44 | A/R to Gotod |
| 45 | Jastana to Sunderpur |
| 46 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2 |
| 47 | Sisolov to Bapui |
| 48 | 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-III Material |
| 49 | Sisolov to Bapui |
| 50 | Bapui to Gugdod |
| 51 | A/R to Gotod |
| 52 | Jastana to Sunderpur |
| 53 | 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 By Mechanical Means with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar |
| 54 | Sisolov to Bapui |
| 55 | 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. |
| 56 | Sisolov to Bapui |
| 57 | Bapui to Gugdod |
| 58 | A/R to Gotod |
| 59 | Jastana to Sunderpur |
| 60 | 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 150 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 allrequired equipments (Dowel Bars will be paid seprately) |
| 61 | Sisolov to Bapui |
| 62 | Bapui to Gugdod |
| 63 | A/R to Gotod |
| 64 | Jastana to Sunderpur |
| 65 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specificationsClauses 1009,1600 and 2302 |
| 66 | Sisolov to Bapui |
| 67 | Bapui to Gugdod |
| 68 | Jastana to Sunderpur |
| 69 | Add GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 11 daysOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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