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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹4.2 L+₹210.72 (0.05%)Admitted-Finance SHARMA JI DAIRY WALE RESIDENCE MOH MOHTISIM KHAN OPP JHANDEY WALA CHAURAHA PILIBHIT UTTAR PRADESH 262001 | PILIBHIT | UTTAR PRADESH | 262001 | L2 | Admitted-Finance | ||
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | ||
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.2 L
EMD Value
₹42,144
Closing Date
8 May 2026, 3:00 pmClosed
EXECUTIVE OFFICER
np nighasan
Palia PWD Road Se Om Sai School tak Nali evm interlocking Road nirman kaary
2026_DOLBU_1138178_1
30/15th/untied dated-17.04.2026
Open Tender
Civil Works
Percentage
60 days
NIGHASAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
EXECUTIVE OFFICER
₹42,144
6 Jun 2026
18 Apr 2026
8 May 2026
18 Apr 2026
8 May 2026
18 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | - | Cum | - | - |
| 2 | Providing & Laying cement concreet in 1:5:10 40mm gauge stone ballast etc. As per DSR 4.1.10 | - | Cum | - | - |
| 3 | Ist class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. DSR-6.1.1 | - | Cum | - | - |
| 4 | Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit etc. As per DSR (4.1.3) | - | Cum | - | - |
| 5 | 12mm cement plaster of mix: 1:4 (1cement:4coarsesand) AS PER DSR 13.4.1 | - | Sqm | - | - |
| 6 | Neat cement punning | - | Sqm | - | - |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) .As per DSR 5.2.2 | - | Cum | - | - |
| 8 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | - | Kg | - | - |
| 9 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | Cum | - | - |
| 10 | Supply of 80mm. Thick I Shaped mechanicaly compressed interlocking cement concrete pavers block manufactured by high pressure and controlled vibration machine having minimum 5mm. Thick topping cp cement mixed 20% marble powder the compressive strength of concrete paver blocks shall not be less than 30MPa. & 4.5Kg./No. and ISI marked and as per drawing and confiming IRC-SP-63-2004 including cost of material, labour, T&P etc. required for proper completion of work as directed by E/I. | - | Sqm | - | - |
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