Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-Finance MANSINGHDIH BENGABAD GIRIDIH JH 815312 | GIRIDIH | JHARKHAND | 815312 | ₹5.2 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹5.5 Cr+₹28.6 L (5.52%)Rejected-Finance AT DUMRA P O NAWAGARH DIST DHANBAD JHARKHAND 828306 | DHANBAD | JHARKHAND | 828306 | ₹5.5 Cr+₹28.6 L (5.52%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Manish Kumar Singh L1 | AKASH KUMAR SINGH L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 3,060.95 | CUM | 120 ₹3,67,314 Lowest | 127.91 ₹3,91,526.11 |
| 2.00 | Filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched 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). | 615.53 | CUM | 40 ₹24,621.2 Lowest | 46.57 ₹28,665.23 |
| 3.00 | 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) | 120.89 | CUM | 100 ₹12,089 Lowest | 108.58 ₹13,126.24 |
| 4.00 | 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) | 185.04 | CUM | 450 ₹83,268 Lowest | 496.66 ₹91,901.97 |
| 5.00 | 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. | 268.94 | CUM | 4,500 ₹12,10,230 | 4,305.39 ₹11,57,891.59 Lowest |
| 6.00 | 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 foundation and plinth with approved uality 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. | 316.68 | CUM | 4,230 ₹13,39,556.4 | 3,798.97 ₹12,03,057.82 Lowest |
| 7.00 | Providing designation 112mm thick reinforced 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. | 75.08 | SQM | 550 ₹41,291.25 | 487.22 ₹36,578.04 Lowest |
| 8.00 | Providing randam rubble stone masonry in CM (1:6) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 503.37 | CUM | 1,300 ₹6,54,381 Lowest | 2,123.77 ₹10,69,042.1 |
| 9.00 | Providing randam rubble stone masonry in CM (1:6) in superstructure including cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 423.81 | CUM | 1,255 ₹5,31,881.55 Lowest | 2,264.7 ₹9,59,802.51 |
| 10.00 | Providing Ashlar stone masonry in CM (1:6) in foundation and plinth with chisel dressed stone, cut to required size and shape and clean coarse sand of F.M. 2 to 2.5 including cost of screening, carriage of materials, raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 78 | CUM | 1,300 ₹1,01,400 Lowest | 2,332.53 ₹1,81,937.34 |
Tender Value
Refer Docs
EMD Value
₹6.5 L
Closing Date
1 Jun 2026, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Beside Jharkhand Mantralaya, Dhurwa, Ranchi- 834004.
Beautification of Children Park Locate at Jalsar Pond under Deoghar District
2026_JSBCC_113581_1
JSBCCL/21/2026-27
Open Tender
Civil Works - Buildings
Item Rate
330 days
Deoghar
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹6.5 L
27 Jul 2026
11 May 2026
2 Jun 2026
11 May 2026
1 Jun 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 3,060.95 | CUM | - | - |
| - | Filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched 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). | 615.53 | CUM | - | - |
| - | 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) | 120.89 | CUM | - | - |
| - | 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) | 185.04 | CUM | - | - |
| - | 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. | 268.94 | CUM | - | - |
| - | 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 foundation and plinth with approved uality 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. | 316.68 | CUM | - | - |
| - | Providing designation 112mm thick reinforced 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. | 75.08 | SQM | - | - |
| - | Providing randam rubble stone masonry in CM (1:6) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 503.37 | CUM | - | - |
| - | Providing randam rubble stone masonry in CM (1:6) in superstructure including cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 423.81 | CUM | - | - |
| - | Providing Ashlar stone masonry in CM (1:6) in foundation and plinth with chisel dressed stone, cut to required size and shape and clean coarse sand of F.M. 2 to 2.5 including cost of screening, carriage of materials, raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 78 | CUM | - | - |
stage.html
html • 0.04 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 • 0.39 MB
BOQ_153790.xls
BOQ • 0.46 MB
SBD21.pdf
Tender Documents • 11.22 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .