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Tender Value
₹56.1 L
EMD Value
₹1.1 L
Closing Date
25 Jun 2026, 6:00 pm4d left
Similar tender results from the same govt authority in the past 3 years.
EE PWD DN LAXMANGARH
EE PWD DN LAXMANGARH
Construction of BT road From Bagri (Laxmangarh) to Deenwa Jatan to Dagra Road
2026_CEPWD_569090_6
NIT 06/2026-27 EE PWD DN LAXMANGARH
Open Tender
Civil Works
150 days
LAXMANGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Through online eGRAS Challan Laxmangarh
₹1.1 L
Yes
18 Jun 2026
18 Jun 2026
29 Jun 2026
18 Jun 2026
25 Jun 2026
18 Jun 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 | Civil Work : | - | - | - | - |
Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means: In area of non-thorny Jungles | 0.89 | P.Hec | 10,374 | ₹9,232.86 | |
Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 3,075 | P.Cum | 20 | ₹61,500 | |
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | 4,545 | P.Cum | 33 | ₹1,49,985 | |
Construction of Embankment with Material Obtained from borrow pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | 1,470 | P.Cum | 44 | ₹64,680 | |
Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401. For Grading I Material | 1,127.16 | P.Cum | 461 | ₹5,19,620.76 | |
Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401. For Grading III Material | 546 | P.Cum | 407 | ₹2,22,222 | |
Water Bound Macadam Sub-base/base with Stone Screening
Wbm Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404..using Crusher borken aggregate By Mechanical Means | 407.08 | P.Cum | 928 | ₹3,77,770.24 | |
Water Bound Macadam Sub-base/base with Stone Screening
Wbm Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause404 .using Crusher borken aggregate By Mechanical Means | 521.83 | P.Cum | 1,002 | ₹5,22,873.66 | |
Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks)
Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.
Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | 1,500 | P.Sqm | 781 | ₹11,71,500 |
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