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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -2.33% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance UPPER SHIVPURI KANKE ROAD NEAR LILA KRISHNA APPT RANCHI | RANCHI | RANCHI | JHARKHAND | 834001 | -1.76% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance AT OLD KARO P O BERMO P S BERMO DIST BOKARO JHARKHAND 829104 | BOKARO | JHARKHAND | 829104 | -0.52% | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical FLAT NO 204 SAI ENCLAVE DIPATOLI NEAR KHELGAON CHOWK BARIATU RANCHI | RANCHI | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
24 Mar 2026, 6:55 pmClosed
EE RMC
RMC
Rejuvenation of Chandwe Talab Kanke under Ward No-01 RMC
2026_UDD_111827_1
243/eng 2026
Open Tender
Civil Works
Works
270 days
AS PER NIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹2.6 L
9 Jun 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
24 Mar 2026
19 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 |
|---|---|---|---|---|---|
| 1Labour for cleaning the work site before and after work etc. | |||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation ,grass, bushes,shrubs,sapling and tress girth upto 300 mm , removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used of auctioned and disposal of top organic soil soil not exceeding 150 mm in thickness. | - | Hect | - | - |
| 2Dewatering pump 10 HP (Add 15.95 % on basic rate for CP) | |||||
| 3E/W in excavation and filing in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500 mm but upto 1000 mm and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/ | |||||
| 4Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. | |||||
| 5Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth.) | |||||
| 6Supplying and laying 300 mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1km. Lead including watering and ramming till growth of the grass all complete as per specification and direction of E/I. | |||||
| 7E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil-A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other source free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I, Lead beyond 2 km but up to 3 km. | |||||
| 8Extra for earth work in marshy, slushy and daldal soil(vide classification of soil item-F) all complete as per specification and direction of E/I. | |||||
| 9Earth work in filling in foundation trenches and back filling of structure-do-with semi pervious or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I. | |||||
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