Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.0 LAdmitted-Finance | +0.00% | ₹25.0 L | L1 | Admitted-Finance |
| 2 | L2₹26.2 LAdmitted-Finance NOT SPECIFIED | +5.00% | ₹26.2 L | L2 | Admitted-Finance |
Tender Value
₹25.0 L
EMD Value
₹50,000
Closing Date
13 Apr 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, R.D.Spl.Div., Gumla.
Construction of Kitchen Shed, P.C.C. Road and Renovation of Boundary Wall at S.T. Residential Boys School, Jehangutuwa, Bishunpur block, district Gumla.
2026_RDSPL_112556_6
RDD/SD/GUMLA/27/2025-26
Open Tender
Civil Works
90 days
Bishunpur block, district Gumla.
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹50,000
5 Jun 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
13 Apr 2026
8 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 | Earthwork in excavation of foundation trenches in ordinary in soil (vide classification od soil item -A) and disposal of excavated earth as obtained to a distance upto 50M including all lift, leveling ramming the foundation trenches, removing roots of tree shurbs all complete as per approved design, building specification and direction of E/I. (5.1.1.) | 0.4 | M3 | 1 | ₹0.4 | BI01010001010000000000000515BI0100001112 |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) (5.1.2.) | 0.2 | M3 | 1 | ₹0.2 | BI01010001010000000000000515BI0100001113 |
| 3Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). (5.1.7) | ||||||
| 4 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). (5.1.8) | 0.4 | M3 | 1 | ₹0.4 | BI01010001010000000000000515BI0100001115 |
| 5 | Providing coarse clean sand filling in foundation trenches and plinth including ramming and watering in layers not exceeding 150mm thick with all leads & lifts including the cost of all materials, labour, royality, & taxes all complete as per building specification and direction of E/I (5.1.10) | 1 | M3 | 1 | ₹1 | BI01010001010000000000000515BI0100001116 |
| 6 | Supplying and (Properly as per design and drawing) rip- rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (W.R.D 5.6.8) | 1 | m3 | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Providing designation 75B one brick flat soling joints filled with local sand including the cost of watering taxes royality all complete as per building specification and direction of E/I. (5.6.3) | - | M2 | 1 | - | BI01010001010000000000000515BI0100001118 |
| 8 | Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.(5.6.1) | - | M2 | 1 | - | BI01010001010000000000000515BI0100001119 |
| 9 | Providing 150mm. Thick dry rammed khoa beaten to 112mm. (Compacted with water) made of well burnt or jhama bricks including ramming properly till Compacted thickness is achieved curing - do - of E/I. (5.6.5) | - | M2 | 1 | - | BI01010001010000000000000515BI0100001120 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:2:4 (1 Cement : 2 Coarse sand (zone -III) : 4 Graded stone aggregate 20 mm nominal size) (5.3.1.2) | - | M3 | 1 | - | BI01010001010000000000000515BI0100001121 |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.39 MB
TenderDocument_27_06.pdf
Tender Documents • 0.75 MB
BOQ_151979.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid