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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.0 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical 259 JAY RAM NAGAR KHAMBHAPUR ROAD FATEHPUR FATEHPUR UTTAR PRADESH 212601 | FATEHPUR | UTTAR PRADESH | 212601 | - | Rejected-Technical Non Responsive | |
| 3 | Rejected-Technical | - | Rejected-Technical Non Responsive |
Tender Value
₹21.9 L
EMD Value
₹43,700
Closing Date
23 Feb 2026, 6:00 pmClosed
Aayukt Nagar Parishad Baran
Aayukt Nagar Parishad Baran
Construction of C.C. Road and Drain Pawan Gurjar house to Jamnalal Meena house in Shiv Colony Nath Basti.
2026_DLB_538441_6
Nirman 110/2025-26
Open Tender
Civil Works
Percentage
90 days
Baran
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Aayukt Nagar Parishad Baran
₹43,700
Yes
16 Mar 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 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 |
|---|---|---|---|---|---|
| 1 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | 1,300 | Sqm. | 41 | ₹53,300 |
| 2 | 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 | 195 | Cum. | 1,360 | ₹2,65,200 |
| 3 | Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 130 | Cum. | 3,420 | ₹4,44,600 |
| 4 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | 195 | Cum. | 5,790 | ₹11,29,050 |
| 5Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. | |||||
| 0.9 | 450 mm internal diameter | 7.5 | Mtr. | 1,846 | ₹13,845 |
| 0.0 | 600 mm internal diameter | 15 | Mtr. | 2,459 | ₹36,885 |
| 6 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 35.64 | Cum. | 229.5 | ₹8,179.38 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 3.24 | Cum. | 5,000 | ₹16,200 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 19.44 | Cum. | 6,340 | ₹1,23,249.6 |
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