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Tender Value
₹34.6 L
EMD Value
₹69,120
Closing Date
6 Jun 2026, 6:00 pmDue tomorrow
EE PWD DN SHAHPURA
EE PWD DN SHAHPURA
Construction of CC Road Approch Road Malaji Temple with Temple Parishar 0.20 Km
2026_CEPWD_563050_3
Online NIT No 05/2026-27 EE PWD DN SHAHPURA
Open Tender
Civil Works
120 days
Jahazpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
5776 EE PWD DN SHAHPURA
₹69,120
Yes
28 May 2026
28 May 2026
8 Jun 2026
28 May 2026
6 Jun 2026
28 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 | 56.25 | Cum | 632 | ₹35,550 | BI01010001010000000000000515BI0100001113 |
| 2 | 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 | 112.5 | Cum | 450 | ₹50,625 | BI01010001010000000000000515BI0100001114 |
| 3 | 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. 600 mm dia | 15 | Rmt. | 1,941 | ₹29,115 | BI01010001010000000000000515BI0100001115 |
| 4 | 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 25 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) | 151.88 | Cum | 5,500 | ₹8,35,340 | BI01010001010000000000000515BI0100001116 |
| 5 | 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 | 37.5 | Rmt | 736 | ₹27,600 | BI01010001010000000000000515BI0100001117 |
| 6 | 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 | 468 | Cum. | 178 | ₹83,304 | BI01010001010000000000000515BI0100001118 |
| 7 | 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 | 58.5 | Cum. | 3,091 | ₹1,80,823.5 | BI01010001010000000000000515BI0100001119 |
| 8 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.
R.C.C. grade M20 | 478.5 | Cum. | 4,270 | ₹20,43,195 | BI01010001010000000000000515BI0100001120 |
| 9 | The structural steel to be used should be Primary
Steel manufactured and approved by Engineering in charged
TMT Steel reinforcement | 1.2 | MT | 79,610 | ₹95,532 | BI01010001010000000000000515BI0100001121 |
| 10 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200
For height upto 5 m P.C.C grade M 15
Nominal mix (1:2.5:5) | 9 | Cum. | 3,631 | ₹32,679 | BI01010001010000000000000515BI0100001122 |
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