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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.6 LAdmitted-Finance | -0.05% | ₹14.6 L | L1 | Admitted-Finance |
| 2 | L2₹14.6 LAdmitted-Finance | +0.00% | ₹14.6 L | L2 | Admitted-Finance |
| 3 | L3₹14.9 LAdmitted-Finance | +2.00% | ₹14.9 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
₹14.6 L
EMD Value
₹1.5 L
Closing Date
8 May 2026, 3:00 pmClosed
EXECUTIVE OFFICER
NP NIGASAN
Ward Nanak Nagar me Rampal ke ghar se Govind ke ghar hote huwe Bindra ke ghar tak Interloking road evm nali nirman karya.
2026_DOLBU_1138581_2
33/PDDUNVY/Dated 17.04.26
Open Tender
Civil Works
60 days
NP NIGASAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
EXECUTIVE OFFICER
₹1.5 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 | 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 | 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 providind well graded material spreading in uniform layer with mortar grader on prepared surface , mixed by mix in place mathod with rotavator at OMC , and compaction with smooth wheel roller to achive the desierd dencity 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 | 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 | - | - | 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 DSR (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 cement plaster of mix: 1:4 (1cement:4coarsesand) AS PER DSR 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 DSR 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 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 | - | - | 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 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 | - | 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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