Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAdmitted-Finance | ₹22.1 L | L1 | Admitted-Finance |
| 2 | L2₹22.1 LAdmitted-Finance | ₹22.1 L | L2 | Admitted-Finance |
| 3 | L3₹22.7 LAdmitted-Finance | ₹22.7 L | L3 | Admitted-Finance |
| 4 | L4₹25.0 LAdmitted-Finance | ₹25.0 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ANUP CHAKRABORTY L1 | BIRKHW BASUMATARY L4 | SAIDUL ISLAM L3 | NARAYAN DEKA L2 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with !4 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift: | |||||||
| 1.10 | All kinds of soil | 210 | cum | 100 ₹21,000 | 258 ₹54,180 | 296.48 ₹62,260.80 | 170 ₹35,700 |
| 2.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres | 1,300 | sqm | 180 ₹2.3 L | 170 ₹2.2 L | 164.18 ₹2.1 L | 100 ₹1.3 L |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||||
| 3.10 | Foundations, footings, bases of columns, etc. for mass
concrete | 30 | sqm | 200 ₹6,000 | 300 ₹9,000 | 294.11 ₹8,823.30 | 260 ₹7,800 |
| 4.00Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | |||||||
| 4.10 | (a) Cement mortar 1:4 (1 cement : 4 coarse sand) | 24 | cum | 3,000 ₹72,000 | 6,782 ₹1.6 L | 5,527.99 ₹1.3 L | 5,500 ₹1.3 L |
| 5.0015 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : | |||||||
| 5.10 | (a) 1:3 (1 cement: 3 fine sand) | 225 | sqm | 200 ₹45,000 | 511.5 ₹1.2 L | 370.73 ₹83,414.25 | 270 ₹60,750 |
| 6.00Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in- Charge. | |||||||
Tender Value
₹30.2 L
EMD Value
₹60,500
Closing Date
25 Feb 2026, 10:00 amClosed
HOS ENGINEERING
IPM SECTION IIT GUWAHATI
Development of parking space for bicycles near the Core laboratory of the Academic Complex in IITG Campus
2026_IITG_897863_1
IITG/IPM/NIT/C/2025-26/107
Open Tender
Civil Works
IIT GUWAHATI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Registrar, IIT Guwahati
₹60,500
7 Apr 2026
10 Feb 2026
26 Feb 2026
10 Feb 2026
25 Feb 2026
11 Feb 2026
Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with !4 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift:
All kinds of soil
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
(a) Cement mortar 1:4 (1 cement : 4 coarse sand)
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
(a) 1:3 (1 cement: 3 fine sand)
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in- Charge.
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Supplying and stacking at site.
63 mm to 45 mm size stone aggregate
53 mm to 22.4 mm size stone aggregate
Supplying and stacking at site
Stone screening 11.2 mm nominal size (Type B)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
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-ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete
New work (Two or more coats)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
technical_943744.pdf
tech_eval.pdf
fin_bid_open.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 • 0.61 MB
NIT.pdf
Tender Documents • 0.38 MB
BOQ_943744.xls
BOQ • 0.40 MB
Download all tender documents and submit your bid