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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 CrAdmitted-Finance CHANMARI CHALTLANG ROAD AIZAWL MIZORAM | AIZAWL | MIZORAM | 791701 | ₹13.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹14.2 Cr+₹43.1 L (3.13%)Admitted-Finance | ₹14.2 Cr+₹43.1 L (3.13%) | L2 | Admitted-Finance |
| 3 | L3₹14.3 Cr+₹49.7 L (3.61%)Admitted-Finance H NO 92 UPPER KHATLA AIZAWL MIZORAM 796001 | AIZAWL | MIZORAM | 796001 | ₹14.3 Cr+₹49.7 L (3.61%) | L3 | Admitted-Finance |
| 4 | L4₹14.3 Cr+₹51.5 L (3.74%)Admitted-Finance | ₹14.3 Cr+₹51.5 L (3.74%) | L4 | Admitted-Finance |
| 5 | L5₹15.6 Cr+₹1.8 Cr (12.9%)Admitted-Finance PLOT NO 16 OPP METRO PILLAR NO 190 PASCHIM VIHAR EXTENSION ROHTAK ROAD DELHI 110 063 | ₹15.6 Cr+₹1.8 Cr (12.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Lalnunmawia L2 | Zahnuna L4 | Northeast Consultancy Services L1 | VRC Constructions (I) Pvt. Ltd. L5 | BABIE CONSTRUCTION & CONSULTANCY SERVICES (BCCS) L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation exclusive of compensation of earth in -
(a) Ordinary soil ( pick work ). | 297 | cum | 132.8 ₹39,441.6 | 132.61 ₹39,385.17 Lowest | 173.13 ₹51,418.49 | 150 ₹44,550 | 188.76 ₹56,061.72 |
| 2.00 | (b) Hard Soil | 108.34 | cum | 266.93 ₹28,919.2 | 266.56 ₹28,879.11 | 262.06 ₹28,391.11 Lowest | 300 ₹32,502 | 285.72 ₹30,954.9 |
| 3.00 | (e) Chiselling | 33 | cum | 1,543.73 ₹50,943.09 Lowest | 2,356.26 ₹77,756.58 | 2,315.47 ₹76,410.41 | 2,630 ₹86,790 | 1,651.68 ₹54,505.44 |
| 4.00 | Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres.
(a) Ordinary soil | 328.75 | cum | 470.95 ₹1,54,824.81 | 750 ₹2,46,562.5 | 462.15 ₹1,51,930.79 Lowest | 525 ₹1,72,593.75 | 503.88 ₹1,65,650.55 |
| 5.00 | (b) Hard Soil | 227.06 | cum | 706.48 ₹1,60,413.35 | 850 ₹1,93,001 | 693.28 ₹1,57,415.11 Lowest | 785 ₹1,78,242.1 | 755.88 ₹1,71,630.11 |
| 6.00 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres.
(a) Ordinary soil | 560.07 | cum | 348.92 ₹1,95,419.62 | 800 ₹4,48,056 | 342.4 ₹1,91,768.15 Lowest | 390 ₹2,18,427.3 | 373.32 ₹2,09,085.33 |
| 7.00 | (f) Chiselling/ wedging out rock where blasting is prohibited.
ii. Hard Rock | 140.02 | cum | 3,744.83 ₹5,24,351.1 | 4,500 ₹6,30,090 | 3,674.83 ₹5,14,550.08 | 4,185 ₹5,85,983.7 | 2,275.44 ₹3,18,607.11 Lowest |
| 8.00 | 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 m and lift upto 1.5 m. | 994.74 | cum | 145.24 ₹1,44,476.04 | 300 ₹2,98,422 | 142.53 ₹1,41,779.52 Lowest | 160 ₹1,59,158.4 | 155.4 ₹1,54,582.6 |
| 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 lift upto 1.5 m, as directed by Engineer-in-charge.
(b) Ordinary Rock | 2,940.6 | cum | 811.57 ₹23,86,502.74 | 810.43 ₹23,83,150.46 | 796.4 ₹23,41,901.78 Lowest | 800 ₹23,52,480 | 846.61 ₹24,89,547.25 |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work upto plinth level:
(a)1:2:4 (1 cement :2 course sand :4 stone aggregate 20mm nominal size) | 3.77 | cum | 9,336.66 ₹35,199.21 Lowest | 10,000 ₹37,700 | 10,024.59 ₹37,792.71 | 10,450 ₹39,396.5 | 9,989.52 ₹37,660.49 |
Tender Value
₹16.8 Cr
EMD Value
₹26.8 L
Closing Date
28 Feb 2024, 11:00 amClosed
CE, PWD, Buildings and Other Departments
Tuikhuahtlang, Aizawl, Mizoram
Construction of 50 Bedded District Hospital Complex and Procurement of Equipment at Hnahthial, Mizoram
2024_CEBOD_416_1
NIT No. 8/CE-BLD/2023-24 of Dated 13.02.2024
Open Tender
Composite Works
Item Rate
915 days
Hnahthial Town, Hnahthial District
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
CE, PWD, Buildings and Other Departments
₹26.8 L
Yes
Office of the CE, Buildings and Other Departments
29 Feb 2024
13 Feb 2024
28 Feb 2024
13 Feb 2024
28 Feb 2024
13 Feb 2024
13 Feb 2024 - 28 Feb 2024
19 Feb 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation exclusive of compensation of earth in -
(a) Ordinary soil ( pick work ). | 297 | cum | - | - |
| 2 | (b) Hard Soil | - | cum | - | - |
| 3 | (e) Chiselling | - | cum | - | - |
| 4 | Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres.
(a) Ordinary soil | - | cum | - | - |
| 5 | (b) Hard Soil | - | cum | - | - |
| 6 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metres.
(a) Ordinary soil | - | cum | - | - |
| 7 | (f) Chiselling/ wedging out rock where blasting is prohibited.
ii. Hard Rock | - | cum | - | - |
| 8 | 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 m and lift upto 1.5 m. | - | cum | - | - |
| 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 lift upto 1.5 m, as directed by Engineer-in-charge.
(b) Ordinary Rock | 1 | cum | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work upto plinth level:
(a)1:2:4 (1 cement :2 course sand :4 stone aggregate 20mm nominal size) | - | cum | - | - |
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