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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.2 LAdmitted-Finance | ₹57.2 L | L1 | Admitted-Finance |
| 2 | L2₹59.2 L+₹2.0 L (3.58%)Admitted-Finance | ₹59.2 L+₹2.0 L (3.58%) | L2 | Admitted-Finance |
| 3 | L3₹63.3 L+₹6.1 L (10.6%)Admitted-Finance | ₹63.3 L+₹6.1 L (10.6%) | L3 | Admitted-Finance |
| 4 | L4₹63.9 L+₹6.7 L (11.7%)Admitted-Finance | ₹63.9 L+₹6.7 L (11.7%) | L4 | Admitted-Finance |
| 5 | L5₹66.5 L+₹9.3 L (16.3%)Admitted-Finance | ₹66.5 L+₹9.3 L (16.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PAPU AHMED L2 | BRAHMAPUTRA CONSTRUCTION AND CONSULTANCY L1 | RAMESH KUMAR JAJODIA L7 | NARAYAN DEKA L4 | B & L ASSOCIATES L3 | SRI PUSPA DEKA L5 | TRICON L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 1,680 | cum | 130 ₹2,18,400 | 160 ₹2,68,800 | 400 ₹6,72,000 | 200 ₹3,36,000 | 122.22 ₹2,05,329.6 | 160 ₹2,68,800 | 100 ₹1,68,000 Lowest |
| 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 | 2,800 | sqm | 80 ₹2,24,000 Lowest | 250 ₹7,00,000 | 200 ₹5,60,000 | 150 ₹4,20,000 | 102.22 ₹2,86,216 | 150 ₹4,20,000 | 100 ₹2,80,000 |
| 3.00Supplying and stacking at site. | ||||||||||
| 3.01 | 63 mm to 45 mm size stone aggregate | 546 | cum | 1,800 ₹9,82,800 | 900 ₹4,91,400 Lowest | 2,900 ₹15,83,400 | 1,650 ₹9,00,900 | 1,722.22 ₹9,40,332.12 | 1,800 ₹9,82,800 | 2,200 ₹12,01,200 |
| 3.02 | 53 mm to 22.4 mm size stone aggregate | 546 | cum | 1,450 ₹7,91,700 | 1,000 ₹5,46,000 Lowest | 3,000 ₹16,38,000 | 1,680 ₹9,17,280 | 1,712.22 ₹9,34,872.12 | 1,800 ₹9,82,800 | 2,200 ₹12,01,200 |
| 4.00Supplying and stacking at site | ||||||||||
| 4.01 | Stone screening 11.2 mm nominal size (Type B) | 483 | cum | 1,000 ₹4,83,000 | 500 ₹2,41,500 Lowest | 2,000 ₹9,66,000 | 1,850 ₹8,93,550 | 1,222.22 ₹5,90,332.26 | 1,600 ₹7,72,800 | 2,100 ₹10,14,300 |
| 5.00 | 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 . | 840 | cum | 400 ₹3,36,000 | 700 ₹5,88,000 | 100 ₹84,000 Lowest | 700 ₹5,88,000 | 522.22 ₹4,38,664.8 | 500 ₹4,20,000 | 1,200 ₹10,08,000 |
| 6.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||||
| 6.01 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 28.8 | cum | 3,600 ₹1,03,680 | 5,900 ₹1,69,920 | 2,000 ₹57,600 Lowest | 7,500 ₹2,16,000 | 6,222.1 ₹1,79,196.48 | 8,200 ₹2,36,160 | 7,500 ₹2,16,000 |
Tender Value
₹83.1 L
EMD Value
₹1.7 L
Closing Date
31 May 2025, 6:00 pmClosed
HOS ENGINEERING
IPM SECTION, IIT GUWAHATI
Construction of parking area in front of New Core Laboratory in Academic Complex at IITG Campus
2025_IITG_860679_1
IITG/IPM/NIT/C/2025-26/11
Open Tender
Civil Works
Works
120 days
IIT GUWAHATI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.7 L
Yes
12 Sept 2025
20 May 2025
2 Jun 2025
20 May 2025
31 May 2025
20 May 2025
Amount
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
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
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 :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 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)
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
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.
80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
PAPU AHMED (BID ID -3223769)
B & L ASSOCIATES (BID ID -3223942)
NARAYAN DEKA (BID ID -3223853)
SRI PUSPA DEKA (BID ID -3219509)
TRICON (BID ID -3223195)
RAMESH KUMAR JAJODIA (BID ID -3223635)
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