Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.7 L+₹32,063 (23.1%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹32,063 (23.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Bigyan Kumar Pradhan L1 | BIJAYA KUMAR BEHERA L2 |
|---|---|---|---|---|---|
| 1.00 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 5 | Cu M | 2,750 ₹2,750 Lowest | 34,500 ₹34,500 |
| 2.00 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) | 33 | Sq M | 6,600 ₹6,600 Lowest | 11,583 ₹11,583 |
| 3.00 | Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead & refixing the same with upto 100mm deep cement concrete of specified grade as directed by EIC. | 7 | Each | 14,000 ₹14,000 | 4,200 ₹4,200 Lowest |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.2 | Cu M | 6,000 ₹6,000 Lowest | 7,080 ₹7,080 |
| 5.00 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 250 | Kg | 30,000 ₹30,000 | 20,750 ₹20,750 Lowest |
| 6.00 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.Internal work - Exposed on wall. 50 mm dia nominal bore | 10 | Metre | 20,000 ₹20,000 | 11,000 ₹11,000 Lowest |
| 7.00 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore | 10 | Each | 7,000 ₹7,000 Lowest | 7,000 ₹7,000 Lowest |
| 8.00 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 50 mm nominal bore | 5 | Each | 7,500 ₹7,500 | 3,900 ₹3,900 Lowest |
| 9.00 | Providing FRP Sewer Chamber Cover of Size 450*900mm, 25 T capacity as per BS EN 124 as per direction of EIC. | 5 | Each | 40,000 ₹40,000 Lowest | 64,500 ₹64,500 |
| 10.00 | Opening of existing rolling shutter of size 2.76*2.57 m and repairing all the defect using required size MS lath, end lock, greasing the spring, side guide gears , side gear fixing with wall etc and re- fixing with top cover to make it run freely or as directed by engineer - in- charge. | 2 | Each | 5,000 ₹5,000 Lowest | 6,400 ₹6,400 |
Tender Value
₹2.1 L
EMD Value
₹4,121
Closing Date
6 Aug 2026, 4:00 pmClosed
DIRECTOR NISER
NISER
Repairing of Sewer Chamber between CMRP to D4 and other quarter maintenance work in NISER Campus Jatni
2026_NISER_919687_1
NISER/ IWD-Civil/Util/05/26-27/16
Open Tender
Civil Works
Works
30 days
NISER Jatni
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4,121
11 Aug 2026
29 Jul 2026
7 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
29 Jul 2026 - 4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 5 | Cu M | - | - |
| 2 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) | 33 | Sq M | - | - |
| 3 | Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead & refixing the same with upto 100mm deep cement concrete of specified grade as directed by EIC. | 7 | Each | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.2 | Cu M | - | - |
| 5 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 250 | Kg | - | - |
| 6 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.Internal work - Exposed on wall. 50 mm dia nominal bore | 10 | Metre | - | - |
| 7 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore | 10 | Each | - | - |
| 8 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 50 mm nominal bore | 5 | Each | - | - |
| 9 | Providing FRP Sewer Chamber Cover of Size 450*900mm, 25 T capacity as per BS EN 124 as per direction of EIC. | 5 | Each | - | - |
| 10 | Opening of existing rolling shutter of size 2.76*2.57 m and repairing all the defect using required size MS lath, end lock, greasing the spring, side guide gears , side gear fixing with wall etc and re- fixing with top cover to make it run freely or as directed by engineer - in- charge. | 2 | Each | - | - |
stage.html
html • 0.02 MB
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 • 2.11 MB
Tendernotice_2.pdf
PDF • 0.74 MB
BOQ_966482.xls
BOQ • 0.29 MB
TECH.pdf
Additional Documents • 0.41 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 .