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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹91.1 LAdmitted-Finance GSTIN: 08ABAFK2739B1ZO, 08ABVPG1055H1ZJ, 08AISPA8393C1Z0, 08AMIPN5102C1ZG, 08BDOPC2036E1ZW, 19AAJFK6036D1ZC421 6 NEAR DURGA ASHRAM CHATTARPUR SOUTH WEST DELHI SOUTH WEST DELHI DELHI 110074 UDYAM DL 10 0022802 07AJBPB8312Q1Z4 R M MII STATUS AS VERIFIED | SOUTH DELHI | DELHI | 110074 | -39.00% | ₹91.1 L | L1 | Admitted-Finance |
| 2 | L2₹95.6 LAdmitted-Finance GSTIN: 08AFRPG6599Q1Z5 | -35.99% | ₹95.6 L | L2 | Admitted-Finance |
| 3 | L3₹1.0 CrAdmitted-Finance | -32.99% | ₹1.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.1 CrAdmitted-Finance GSTIN: 08ACWPJ1849C1ZD | -27.89% | ₹1.1 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.3 CrAdmitted-Finance GSTIN: 08ASDPM6093J1ZB | -9.99% | ₹1.3 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
27 Apr 2026, 6:00 pmClosed
commissioner
nagar nigam kota
nagar nigam kota ward no 11 and 36 bhadana road chandrasel road intelocking work 2 nit 1
2026_DLB_551731_2
NNK/CIVIL/2026/10-22 nit 1
Open Tender
Civil Works
180 days
kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
commissioner
₹3.0 L
Yes
2 Jun 2026
14 Apr 2026
28 Apr 2026
14 Apr 2026
27 Apr 2026
14 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 | Item Code |
|---|---|---|---|---|---|---|
| 1WORK NAME | ||||||
| 1.01 | Earth Work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50mtr. All kinds of soil Depth upto 1.5 m | - | Cum | - | - | 2 |
| 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 | - | - | 3 |
| 1.03 | Transportation of surplus excavated soil loading and unloading etc. complete with all lead and lift. 5 K.M. | - | Cum | - | - | 4 |
| 1.04 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power 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 | - | - | 5 |
| 1.05 | Random rubble dry stone Kharanja (soling) under floor. | - | Cum | - | - | 6 |
| 1.06 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion | - | Cum | - | - | 7 |
| 1.07 | 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum | - | - | 8 |
| 1.08 | Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - | 9 |
| 1.09 | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 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. 75mm thick. | - | Sqm | - | - | 10 |
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