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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.9 LAdmitted-Finance | -1.51% | ₹13.9 L | L1 | Admitted-Finance |
| 2 | L2₹13.9 L+₹141.21 (0.01%)Admitted-Finance 01 VILLAGE BABOORI BARARI MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | -1.50% | ₹13.9 L+₹141.21 (0.01%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technically disqualify. |
Tender Value
₹14.1 L
EMD Value
₹28,300
Closing Date
29 Jun 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, R.D.Spl.Div., Gumla.
Construction of Boulder Puliya at Malang Toli to Bari Toli, Village Banalat, Panchayat Nirasi, Bishunpur block, district Gumla.
2026_RDSPL_115530_2
RDD/SD/GUMLA/12/2026-27
Open Tender
Civil Works
Percentage
90 days
Bishunpur block, district Gumla.
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹28,300
16 Aug 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
29 Jun 2026
24 Jun 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 | Excavatioth for structure in ordinary soil (Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of sharing and bracing,removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materal) Mechanical means Depth upto 3m | - | M3 | 1 | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 1 | M3 | 1 | ₹1 |
| 3 | Earthwork in filling foundation trenches and backfilling of structure in layer not exceeding 150 mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches ----------do------------- E/I. | 1 | M3 | 1 | ₹1 |
| 4 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | - | M3 | 1 | - |
| 5 | P.C.C 1:2:4 in (Plain cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M-15) | - | M3 | 1 | - |
| 7Providing weep holes in Brick masonry/plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification. | |||||
| 11 | Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. | 1 | M3 | 1 | ₹1 |
| 12 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. | 1 | M3 | - | - |
| 13 | Plain /Reinforced Cement Concrete in Super-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) | - | M3 | 1 | - |
| 14 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping | - | M3 | 1 | - |
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