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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.6 LAdmitted-Finance | -0.90% | ₹24.6 L | L1 | Admitted-Finance |
| 2 | L2₹24.8 L+₹12,433.08 (0.50%)Admitted-Finance PREM KUNJ APARTMENT FLAT NO 3C MPD ROAD JAGDISHPUR BHAGALPUR BIHAR | BHAGALPUR | BIHAR | 811211 | -0.40% | ₹24.8 L+₹12,433.08 (0.50%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Due to not Technically qualified |
Tender Value
₹24.9 L
EMD Value
₹49,732
Closing Date
5 Aug 2026, 3:00 pmClosed
Executive Officer Nagar Panchayat Mahagama
office of the Nagar Panchayat Mahagama
Laying of GSB with Construction of PCC ROAD from Kechwa chowk sarkari complex main road to Binod sah house in ward no 01
2026_UDD_116720_1
UDD/NPM/06/2026-27
Open Tender
Civil Works
Percentage
90 days
Mahagama Nagar Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹49,732
2 Sept 2026
31 Jul 2026
6 Aug 2026
31 Jul 2026
5 Aug 2026
31 Jul 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 | filling in foundation trenchs and plinths in layers -------do-------do-------- as per all complete job. | 497.03 | m3 | 128.88 | ₹64,057.23 |
| 2 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. + Extra for earthwork in hard soil as per specification and direction of E/I. | 67.97 | m3 | 167.33 | ₹11,373.42 |
| 3 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.) | 747.66 | m3 | 52.6 | ₹39,326.92 |
| 4 | Granular Sub-Base with Graded material (Table :- 400-1). Plant mix method. Construction of granular Sub-Base by providing close graded Material, mixing in mechanical mix plant at OMC, carriage of mix Material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Grading-V | 186.92 | per m3 | 1,579.7 | ₹2,95,277.52 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) : 3 grade stone aggregate 20 mm nominal size) | 186.92 | per m3 | 4,961.73 | ₹9,27,446.57 |
| 6 | centering and shuttering including strutting , propping etc. and removal of form for foundation ,footings, base of columns etc. for mass concrete | 102.33 | m2 | 194.5 | ₹19,903.19 |
| 7 | Supplying NP2hume Pipe 600mmdia -do-do- all complete as per specification and direction of E/ | 5 | Each | 1,386 | ₹6,930 |
| 8 | Laying fitting and fixing NP2hume Pipe 60OMM dia in line level and graded as well as providing approved jointing materials and joint---do---do----- | 5 | Each | 694.88 | ₹3,474.4 |
| 9 | CARRIAGE OF MATERIALS sand | 80.38 | per m3 | 580.6 | ₹46,666.07 |
| 10 | stone chips | 160.75 | per m3 | 1,056.76 | ₹1,69,875.44 |
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