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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹51.1 LAdmitted-Finance | -4.86% | ₹51.1 L | L1 | Admitted-Finance |
| 2 | L2₹52.0 LAdmitted-Finance | -3.17% | ₹52.0 L | L2 | Admitted-Finance |
| 3 | L3₹52.6 LAdmitted-Finance | -2.01% | ₹52.6 L | L3 | Admitted-Finance |
| 4 | L4₹53.7 LAdmitted-Finance | -0.01% | ₹53.7 L | L4 | Admitted-Finance |
| 5 | L5₹54.2 LAdmitted-Finance | +1.00% | ₹54.2 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹53.7 L
EMD Value
₹1.1 L
Closing Date
30 Apr 2026, 6:00 pmClosed
EE PWD Dn. BHIM
BHIM
Patch and other repair works on various roads under PWD Sub Dn. Ist Deogarh
2026_CEPWD_553101_3
NIT No. 01/2026-27 EE PWD Dn. BHIM
Open Tender
Civil Works
365 days
BHIM
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Through Chalan
₹1.1 L
Yes
8 May 2026
20 Apr 2026
1 May 2026
20 Apr 2026
30 Apr 2026
20 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 | Clearing 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 thorny jungle | 1 | Hect | - | - | BI01010001010000000000000515BI0100001113 |
| 2Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 | ||||||
| 3Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.By Mechanical Means with all lead | ||||||
| 4Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 13mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 | ||||||
| 5Maintenance of Earhen shoulder (stripping of excess soil)Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and MoRTH Specification Clause 3003 | ||||||
| 6Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRTH specification Clause 3003 | ||||||
| 7Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002 Mechanical Means | ||||||
| 8Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2 | ||||||
| 9Construction 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 | ||||||
| 10Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | ||||||
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