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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.2 LAdmitted-Finance | -0.05% | ₹23.2 L | L1 | Admitted-Finance |
| 2 | L2₹23.2 LAdmitted-Finance | -0.01% | ₹23.2 L | L2 | Admitted-Finance |
| 3 | L3₹23.7 LAdmitted-Finance | +2.00% | ₹23.7 L | L3 | Admitted-Finance |
Tender Value
₹23.2 L
EMD Value
₹2.3 L
Closing Date
8 May 2026, 3:00 pmClosed
EXECUTIVE OFFICER
NIGHASAN
WARD AMBEDKAR NAGAR ME BAKSESH SINGH KE GHARSE CHARAN SINGH KE GHAR TAK CC ROAD NIRMAN KARYA
2026_DOLBU_1138178_10
30/15th/untied dated-17.04.2026
Open Tender
Civil Works
60 days
NP NIGASAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
EXECUTIVE OFFICER
₹2.3 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 | Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 grade course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design ,and in approved fixed side formwork(Steel channel,laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing )snovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grade as per drawing and technical specification as per MORD 1500 | - | 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 | S/F of sign board I/C Granite etc all complete . | - | Job | - | - | 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. |
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