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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹42.7 LAdmitted-Finance | -29.09% | ₹42.7 L | L1 | Admitted-Finance |
| 2 | L2₹44.0 LAdmitted-Finance BASUKINATH DUMKA | DUMKA | DUMKA | JHARKHAND | -26.99% | ₹44.0 L | L2 | Admitted-Finance |
| 3 | L3₹57.8 LAdmitted-Finance 10 10 B N SAHA ROAD CHIRKUNDA DHANBAD JHARKHAND | DHANBAD | JHARKHAND | 818142 | -3.94% | ₹57.8 L | L3 | Admitted-Finance |
| 4 | L4₹60.2 LAdmitted-Finance BASUKINATH | GUMLA | JHARKHAND | 835201 | -0.01% | ₹60.2 L | L4 | Admitted-Finance |
Tender Value
₹60.2 L
EMD Value
₹1.2 L
Closing Date
16 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
RURAL DEVELOPMENT SPECIAL DIVISION DUMKA
Construction of Boulder Step in Shivganga at Basukinath Ward No. 10, Block Jarmundi, Dist Dumka.
2026_RDSPL_112272_1
RDSD/DMK/UNTIED/33/25-26_Gr.08
Open Tender
Civil Works
180 days
Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.2 L
7 May 2026
4 Apr 2026
18 Apr 2026
4 Apr 2026
16 Apr 2026
4 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 | Excavation for strucutres
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary soil (UP TO 3 M DEPTH ) | 0.81 | cu.m | - | - | - |
| 2 | Sand Filling in foundation trenches as per drawing & technical specification | - | cu.m | - | - | - |
| 3 | Providing and laying Pitching of slopes laid over prepaired filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification . | - | cu.m | - | - | - |
| 4 | Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 | - | cu.m | - | - | - |
| 5 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed) | - | cu.m | - | - | - |
| 6 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry (Coursed/uncoursed) | 0.65 | cu.m | - | - | - |
| 7 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. | - | NOS | - | - | - |
| 8 | Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. | - | SQ.M | - | - | - |
| 9 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with
neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and
cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | - | SQ.M | - | - | - |
| 10 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | - | cu.m | - | - | - |
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