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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹27,591.12 (0.22%)Rejected-Finance AT RAJ ANANDPUR PO RAJ ANANDPUR ANANDPUR | ANAND | GUJARAT | 387115 | ₹1.3 Cr+₹27,591.12 (0.22%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical KHUDPOS RAYKERA MANOHARPUR | MANOHARPUR | WEST SINGHBHUM | JHARKHAND | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
16 Mar 2026, 2:00 pmClosed
Executive Engineer NREP Chaibasa
Office of the Executive Engineer NREP Chaibasa
Construction of PCC Road from Toppo Toli to Borotika REO Road in Hartha village at Hartha Panchyat under Block Anandpur
2026_NREPW_110988_1
EE/NREP/CHAIBASA/12/25-26_Gr03
Open Tender
Civil Works
Percentage
180 days
Anandpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
₹2.5 L
26 Aug 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 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 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A0 and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | - | M3 | 167.33 | - |
| 2 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(By Mix in Place Method) With Grading -l Material | 1 | M3 | 1,437.6 | ₹1,436.16 |
| 3 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(By Mix in Place Method) With Grading -lI Material | 1 | M3 | 1,316.7 | ₹1,315.38 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal | 521.81 | M3 | 4,961.73 | ₹25,89,080.33 |
| 5 | Centering and shuttering including strutting proping etc and removal of form for foundation , footing ,base of column etc , for mass concrete … do .. As per E/I | 428.71 | M2 | 194.5 | ₹83,384.1 |
| 6 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode meassurment compacted volume) | 292.06 | M3 | 128.88 | ₹37,640.69 |
| 7 | Providing separation membrane of impermeable plastic sheeting 125 micron thick | 3,066.91 | M2 | 13 | ₹39,869.83 |
| 8 | Providing and laying clean sand in filling in foundation trenches including ramming as well as royalty etc as per specification and direction of E/I | 67.98 | M3 | 589.51 | ₹40,074.89 |
| 9 | Supplying and laying (Property as per design and drawing) rip rap with good quality of boulders duly packed including the cost of materials, royalty all taxes | - | M3 | 1,491.06 | - |
| 10 | Providing and laying P.C.C. or R.C.C. M150 with Nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate | - | M3 | 3,971 | - |
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