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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Accepted-Technical | Accepted-Technical ok |
| 3 | Accepted-Technical | Accepted-Technical ok |
| 4 | Accepted-Technical | Accepted-Technical ok |
| 5 | Accepted-Technical | Accepted-Technical ok |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
27 Apr 2026, 6:00 pmClosed
commissioner
nagar nigam kota
nagar nigam kota ward no 62 chandrasheker afordebale near green balte vikas work 6 nit 1
2026_DLB_551731_6
NNK/CIVIL/2026/10-22 nit 1
Open Tender
Civil Works
Percentage
180 days
kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
commissioner
₹2.1 L
Yes
27 May 2026
15 Apr 2026
28 Apr 2026
15 Apr 2026
27 Apr 2026
15 Apr 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 |
|---|---|---|---|---|---|
| 1WORK NAME | |||||
| 1.01 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil | - | Cum | - | - |
| 1.02 | Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material | - | Cum | - | - |
| 1.03 | Providing and laying lean cement concrete 1:4:8 in 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 concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | Cum | - | - |
| 1.04 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - |
| 1.05 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 1:6 (1 cement : 6 fine/ coarse sand) | - | Sqm | - | - |
| 1.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | - | Cum | - | - |
| 1.07 | Carriage of Materials by mechanical transport including loading, unloading\ | - | Cum | - | - |
| 1.08 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). | - | Sqm | - | - |
| 1.09 | Supplying and stacking good earth at site of work. Note: 1) Loading, unloading and carriage to be paid extra as per actual lead. 2) Earth measured in stacks will be reduced by 20% foe payment | - | Cum | - | - |
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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106.pdf
Tender Documents • 1.03 MB
BOQ_983668.xls
BOQ • 0.39 MB
Corrigendum.pdf
PDF • 0.32 MB
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