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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Finance | -0.05% | ₹6.7 L | L1 | Admitted-Finance |
| 2 | L2₹6.7 LAdmitted-Finance | -0.01% | ₹6.7 L | L2 | Admitted-Finance |
| 3 | L3₹6.9 LAdmitted-Finance | +2.00% | ₹6.9 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6.7 L
EMD Value
₹67,239
Closing Date
8 May 2026, 3:00 pmClosed
EXECUTIVE OFFICER
NP NIGHASAN
Ward Chandragupt nagar me Aman Maurya ke ghar se Ashwani Kumar Maurya ke ghar tak Nali evm intaralaking road nirman karya
2026_DOLBU_1138178_5
30/15th/untied dated-17.04.2026
Open Tender
Civil Works
60 days
NP NIGASAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
EXECUTIVE OFFICER
₹67,239
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 | 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 | - | - | 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 DSR 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 | 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 | - | - | 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 | Providing & Laying cement concrete 1:2:4 cement C-sand and 20mm gauge stone grit etc. As per DSR (4.1.3) | - | 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 | 12mm cement plaster of mix: 1:4 (1cement:4coarsesand) AS PER DSR 13.4.1 | - | Sqm | - | - | Neat Cement punning. DAR 13.18 |
| 6 | Neat cement punning | - | Sqm | - | - | 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 | 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 | - | - | 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 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | - | Kg | - | - | 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 | Earthwork Filling work in embankment | - | 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 | 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 | - | - | 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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