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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAdmitted-Finance | ₹12.0 L | L1 | Admitted-Finance |
| 2 | L2₹12.0 LAdmitted-Finance | ₹12.0 L | L2 | Admitted-Finance |
| 3 | L3₹13.0 LAdmitted-Finance | ₹13.0 L | L3 | Admitted-Finance |
| 4 | L4₹13.1 LAdmitted-Finance | ₹13.1 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PROGATI CONSTRUCTION L1 | Sahil CHoudhury L3 | MD. Gaziul Hassan L4 | CHAND MOHAMMAD ALI L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1.85 | Cu.m | 1,500 ₹2,773.13 Lowest | 2,500 ₹4,621.88 | 2,528.01 ₹4,673.66 | 2,200 ₹4,067.25 |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge.15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 2.64 | Cu.m | 1,500 ₹3,958.5 Lowest | 1,800 ₹4,750.2 | 1,732.85 ₹4,572.99 | 1,500 ₹3,958.5 Lowest |
| 3.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar | 18.17 | Cu.m | 1,000 ₹18,170 | 1,000 ₹18,170 | 1,466.58 ₹26,647.76 | 950 ₹17,261.5 Lowest |
| 4.00 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. | 50.08 | Sq.m | 50 ₹2,503.8 Lowest | 65 ₹3,254.94 | 53.96 ₹2,702.1 | 50 ₹2,503.8 Lowest |
| 5.00 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 22.08 | Cu.m | 150 ₹3,312 Lowest | 200 ₹4,416 | 187.9 ₹4,148.83 | 150 ₹3,312 Lowest |
| 6.00 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1 All kinds of soil 2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. | 75 | Rm | 150 ₹11,250 | 140 ₹10,500 | 153.48 ₹11,511 | 120 ₹9,000 Lowest |
| 7.00 | 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia | 36 | Rm | 250 ₹9,000 | 240 ₹8,640 | 250.68 ₹9,024.48 | 225 ₹8,100 Lowest |
| 8.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil | 258 | Sq.m | 25 ₹6,450 | 23 ₹5,934 | 24.31 ₹6,271.98 | 20 ₹5,160 Lowest |
| 9.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 44.08 | Cu.m | 120 ₹5,289.84 | 115 ₹5,069.43 | 126.35 ₹5,569.76 | 100 ₹4,408.2 Lowest |
| 10.00 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 32.71 | Sq.m | 500 ₹16,354 | 450 ₹14,718.6 | 533.4 ₹17,446.45 | 430 ₹14,064.44 Lowest |
Tender Value
₹15.6 L
EMD Value
₹36,902
Closing Date
29 Jun 2026, 5:00 pmClosed
OIC Engineering Dept on behalf of Director BBCI
Engineering Dept 2nd floor OPD building Dr BBCI
Site development around delay decay tank and backside of TPS room in BBCI campus Gopinath Nagar Guwahati 16
2026_TMC_911861_1
Site development delay decay tank
Open Tender
Civil Works
Works
Dr B Borooah Cancer Institute
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹36,902
Engineering Dept 2nd floor OPD building Dr BBCI
7 Aug 2026
6 Jun 2026
3 Jul 2026
6 Jun 2026
29 Jun 2026
23 Jun 2026
6 Jun 2026 - 15 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1.85 | Cu.m | 3,009.53 | ₹5,563.87 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge.15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 1 | Cu.m | 2,062.92 | ₹2,060.86 |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar | - | Cu.m | 1,745.93 | - |
| 4 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. | - | Sq.m | 64.24 | - |
| 5 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | 1 | Cu.m | 223.69 | ₹223.47 |
| 6 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1 All kinds of soil 2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. | - | Rm | 182.71 | - |
| 7 | 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia | - | Rm | 298.43 | - |
| 8 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil | - | Sq.m | 28.94 | - |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | - | Cu.m | 150.42 | - |
| 10 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 1 | Sq.m | 635 | ₹634.37 |
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