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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.5 LAdmitted-Finance | -0.06% | ₹16.5 L | L1 | Admitted-Finance |
| 2 | L2₹16.7 LAdmitted-Finance | +1.00% | ₹16.7 L | L2 | Admitted-Finance |
| 3 | L3₹16.9 LAdmitted-Finance | +2.00% | ₹16.9 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹16.5 L
EMD Value
₹1.7 L
Closing Date
8 May 2026, 3:00 pmClosed
EXECUTIVE OFFICER
NP NIGASAN
Ward Chandragput Nagar me Uccha Prathamik Vidyalay Se Prathamik Vidyalay tak CC road evm nali nirman karya
2026_DOLBU_1138592_1
32/CMVNY/Dated 17.04.2026
Open Tender
Civil Works
60 days
NP NIGASAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
EXECUTIVE OFFICER
₹1.7 L
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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in foundation soil (Loam clay or sand ) including lift upto 1.5 metre (5fts) and lead upto 30 Mtr ( 100fts) & including filling watering and ramming of excavated earth into the tremches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of suplus earth as directed Engineer in charge up to distance of 30m (100fts) from the foundation trenches. as per .DAR 2.8.1 | - | Cum | - | - | Excavation in foundation soil (Loam clay or sand ) including lift upto 1.5 metre (5fts) and lead upto 30 Mtr ( 100fts) & including filling watering and ramming of excavated earth into the tremches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of suplus earth as directed Engineer in charge up to distance of 30m (100fts) from the foundation trenches. as per .DAR 2.8.1 |
| 2 | Providing & Laying cement concreet in 1:5:10 40mm gauge stone ballast etc. As per DAR 4.1.10 | - | Cum | - | - | P/L Cement concrete with 1:6:12 (1 Cement, 6 Fine sand &12 graded brick ballst aggregete 40 mm nominal size etc.) Sl. No. 273 |
| 3 | Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. As per DAR 2.25(a) | - | Cum | - | - | Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including material all labour and T&P etc. required for proper completion of work. As per DAR 6.1.1 |
| 4 | 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 | - | - | 12mm thick plaster with cement & C sand of 1.25F.M. mortar in 1:4 including supply of all materials, labour and T&P etc required for proper completion of work. DAR 13.4.1 |
| 5 | Class 150 brick work in 1:4 cement and C-sand etc. As per SOR CHP. 06 ITEM NO 1.0 (6,1.1) | - | Cum | - | - | Neat Cement punning. DAR 13.18 |
| 6 | Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit etc. As per DAR (4.1.3) | - | Cum | - | - | Earth in Embankment in ordinary soil i/c lead 30mt. & lift 1.50 mt. winth cartage 5.0 Km distance to done from regular pits etc. Sl. No. 253 |
| 7 | 12mm thick plaster with cement approved C-sand in 1:4 including supply of all materials labour and T&P etc. required for proper completion of the work. As per DAR 13.4.1 | - | Sqm | - | - | Providing and laying in cement concrete 1:1.5:3 of not lesss than strenght of M 150 stone ballast (20 mm. Nominal size) 1.5 approved coarse sand : 1 cement including supply of all materials, labour and T & P etc. requires for proper completion of the work and curing complete including cost of from work in foundation and floors. as Per S.I. No. DAR 4.1.2 |
| 8 | Neat cement punning As per DAR 13.18 | - | Sqm | - | - | 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 methed with rotavetor at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401. |
| 9 | Reinforced cement concrete work excluding the cost of centering, shuttering, finishing and reinforcement, with l:2:4 (l cement : 2 coarse sand(zone-Ill) : 4 graded stone aggegate 20 mm nominal size as per DAR (5.1.3) | - | Cum | - | - | Supply & Laying of 125 micron thick Milki White Polythene sheet under or sub-base to act as separation between sub-base and concrete Slab(for C.C road)….etc.As per SL.No.14 |
| 10 | Miled steel or iron in plain work such as reinforced concrete or reinforced brick work (When not wrougt to include in over all rates) wrought to required shape as mecessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shall be measured upto floor two level. | - | Kg | - | - | R.C.C. work with cement approved coarse sand & 3cm. (3/4") gauge approved stone ballast in propotion 1:1.5:3 in slab excluding supply of rainforcement & its bending the same with 24 B WG binding wire & nescessary centering & shuttring etc, & also including supply of all materials, labour & tools & plants etc required for proper completion of the work strength of the concrete shal not be less then M-150 S.I. No. DAR 5.2.2 |
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