Tender For Cross Drain Work
Tender Overview
Project Description
Tender For Cross Drain Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-Oct-2026 | Tender Fee | Fee | 29-Oct-2026 |
| 2 | 15-Oct-2026 | Date Extend | Date | 29-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Face wall |
| 3 | M/L Bandhawal to Gandal |
| 4 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 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 size 1:3:6 |
| 6 | Face wall |
| 7 | M/L Bandhawal to Gandal |
| 8 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 9 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m |
| 10 | M/L Bandhawal to Gandal |
| 11 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 12 | 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 |
| 13 | M/L Bandhawal to Gandal |
| 14 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 15 | Providing and laying reinforced cement concrete pipe NP4 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. 1000mm dia |
| 16 | M/L Bandhawal to Gandal |
| 17 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 18 | 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 |
| 19 | M/L Bandhawal to Gandal |
| 20 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 21 | 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 size 1:3:6 |
| 22 | M/L Bandhawal to Gandal |
| 23 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 24 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m |
| 25 | Nominal mix (1:2:4) |
| 26 | M/L Bandhawal to Gandal |
| 27 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 28 | 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 |
| 29 | M/L Bandhawal to Gandal |
| 30 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 31 | 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 |
| 32 | CC POTHOLES |
| 33 | M/L Bandhawal to Gandal |
| 34 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 35 | 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 | under cc |
| 37 | M/L Bandhawal to Gandal |
| 38 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 39 | 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) |
| 40 | M/L Bandhawal to Gandal |
| 41 | Gandal Bhandwal Road to MaliI Gurjar Dhani |
| 42 | 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. 300mm dia |
| 43 | M/L Bandhawal to Gandal |
| 44 | a) 300mm dia |
| 45 | b) 600mm dia |
| 46 | Add GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 12 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysTender Documents
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