Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance ALAKPURI NEAR DURGA MANDIR DIST GIRIDIH | GIRIDIH | JHARKHAND | 815301 | ₹2.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.8 CrRejected-Finance | ₹2.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹2.9 CrRejected-Finance ADD HANUMAN MANDIR ROAD KRISHNAPURI CHUTIA DORANDA CHUTIYA RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | ₹2.9 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹2.9 CrRejected-Finance | ₹2.9 Cr | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | NIRMALA ASSOCIATES L2 | JAGAT NARAYAN RAI L3 | M/S AVINASH KUMAR L4 | MAHADEVA ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 1,169.24 | CUM | 144.21 ₹1,68,615.81 | 151.82 ₹1,77,513.71 | 151.82 ₹1,77,513.71 | 132.08 ₹1,54,432.96 |
| 2.00 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 291.64 | CUM | 14.73 ₹4,295.9 | 15.51 ₹4,523.38 | 15.51 ₹4,523.38 | 13.49 ₹3,934.26 |
| 3.00 | 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) | 349.58 | CUM | 52.51 ₹18,356.45 | 55.28 ₹19,324.78 | 55.28 ₹19,324.78 | 48.09 ₹16,811.3 |
| 4.00 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting 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) | 782.09 | CUM | 122.42 ₹95,743.83 | 128.88 ₹1,00,796.15 | 128.88 ₹1,00,796.15 | 112.13 ₹87,696.09 |
| 5.00 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 86.42 | CUM | 559.98 ₹48,392.35 | 589.51 ₹50,944.28 | 589.51 ₹50,944.28 | 512.87 ₹44,321.2 |
| 6.00 | Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 81.68 | CUM | 4,854.24 ₹3,96,474.91 | 5,110.26 ₹4,17,385.6 | 5,110.26 ₹4,17,385.6 | 4,445.93 ₹3,63,125.78 |
| 7.00 | Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, NAME OF WORK : - Proposed Construction of Weigh Bridge and Operator Room with 1000 MT Godown at Mandro Sahebganj, Jharkhand. age of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. | 6.6 | SQM | 677.74 ₹4,473.08 | 713.49 ₹4,709.03 | 713.49 ₹4,709.03 | 620.74 ₹4,096.88 |
| 8.00 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in Super Structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 411.39 | CUM | 4,283.25 ₹17,62,069.08 | 4,509.16 ₹18,55,005.3 | 4,509.16 ₹18,55,005.3 | 3,922.97 ₹16,13,854.94 |
| 9.00 | Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per building specification and direction of E/I. | 19.16 | SQM | 549.33 ₹10,522.42 | 578.3 ₹11,077.34 | 578.3 ₹11,077.34 | 503.12 ₹9,637.26 |
| 10.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
Tender Value
₹2.9 Cr
EMD Value
₹2.9 L
Closing Date
18 May 2026, 3:00 pmClosed
E.E., BCD, Building Division, Gumla
E.E., BCD, Building Division, Gumla
Proposed Construction of Weigh Bridge and Operator Room with 1000 MT Godown at Ghaghra Gumla, Jharkhand.
2026_BCD_113838_1
01/BCD/Gumla/2026-27
Open Tender
Civil Works - Buildings
330 days
Gumla
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.9 L
3 Jul 2026
12 May 2026
19 May 2026
12 May 2026
18 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 0.2 | CUM | - | - |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 0.2 | CUM | - | - |
| 3 | 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) | 1 | CUM | - | - |
| 4 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting 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) | 0.2 | CUM | - | - |
| 5 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 0.2 | CUM | - | - |
| 6 | Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 0.4 | CUM | - | - |
| 7 | Providing designation 125 mm thick reinforced designation 75A brick work in CM (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 25 including the cost of screening, NAME OF WORK : - Proposed Construction of Weigh Bridge and Operator Room with 1000 MT Godown at Mandro Sahebganj, Jharkhand. age of materials, scaffolding , raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. | 1 | SQM | - | - |
| 8 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in Super Structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 0.4 | CUM | - | - |
| 9Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per building specification and direction of E/I. | |||||
| 10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 0.17 MB
BOQ_153827.xls
BOQ • 0.41 MB
SBD-01.pdf
Tender Documents • 4.83 MB
Download all tender documents and submit your bid