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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹19.1 L+₹270.76 (0.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹19.1 L+₹420.34 (0.02%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | L. Gogon Singh L1 | M/S THOUNAOJAM SANA SINGH L3 | M/S L SHANTIKUMAR SINGH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 468.59 | cum | 665 ₹3,11,612.35 Lowest | 665 ₹3,11,612.35 Lowest | 665 ₹3,11,612.35 Lowest |
| 2.00 | Providing, laying and compacting Granular Base/Sub Base with naturally occuring sand gravel material free from organic ore other deleterous constituent spreading with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) | 236.16 | cum | 1,978 ₹4,67,124.48 Lowest | 1,978 ₹4,67,124.48 Lowest | 1,978 ₹4,67,124.48 Lowest |
| 3.00Providing, laying, spreading and compacting graded stone aggregate of of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up the intersticites of coarse aggregate, watering and compacting to the required density. | ||||||
| 3.10 | By manual means,Grading-I, using screens type-B (11.2mm agg.) | 59.05 | cum | 4,675 ₹2,76,058.75 Lowest | 4,678 ₹2,76,235.9 | 4,678 ₹2,76,235.9 |
| 3.20 | By manual means,Grading-II, using screens type-B (11.2mm agg.) | 59.05 | cum | 4,733 ₹2,79,483.65 Lowest | 4,734 ₹2,79,542.7 | 4,734 ₹2,79,542.7 |
| 4.00open graded premix surfacing(providing, laing and rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregate using viscosity grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade | ||||||
| 4.10 | i) Case-1: Mechanical method using penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hr. | 787.32 | sqm | 203 ₹1,59,825.96 Lowest | 203 ₹1,59,825.96 Lowest | 203 ₹1,59,825.96 Lowest |
| 5.00Seal coat (Providing and laying seal coat sealing the vois in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.) | ||||||
| 5.10 | case-I, Type A | 787.32 | sqm | 87 ₹68,496.84 Lowest | 87 ₹68,496.84 Lowest | 87 ₹68,496.84 Lowest |
| 6.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work up to plinth level: | ||||||
Tender Value
₹19.1 L
EMD Value
₹38,168
Closing Date
12 Sept 2024, 3:00 pmClosed
Consultant Engineer - I (Civil), RIMS.
Regional Institutes of Medical Sciences, Imphal - 795001.
Construction of Open parking area in front of GYMKHANA, RIMS Imphal.
2024_RIMS_824534_1
11/2024-25/RIMS/Imphal
Open Tender
Civil Works
Works
90 days
As Per Tender Document
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Director RIMS
₹38,168
14 Sept 2024
4 Sept 2024
13 Sept 2024
4 Sept 2024
12 Sept 2024
4 Sept 2024
Amount
Construction of Embankment with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Providing, laying and compacting Granular Base/Sub Base with naturally occuring sand gravel material free from organic ore other deleterous constituent spreading with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness)
Providing, laying, spreading and compacting graded stone aggregate of of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up the intersticites of coarse aggregate, watering and compacting to the required density.
By manual means,Grading-I, using screens type-B (11.2mm agg.)
By manual means,Grading-II, using screens type-B (11.2mm agg.)
open graded premix surfacing(providing, laing and rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregate using viscosity grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade
i) Case-1: Mechanical method using penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hr.
Seal coat (Providing and laying seal coat sealing the vois in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.)
case-I, Type A
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - -All work up to plinth level:
1:4:8 (1 cem:4 c. sand:8 graded stone agg 40mm nominial size)
Brick work with Ist class common burnt clay F.P.S.(non modular) bricks in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix: (1 cement: 4 coarse sand).
M/S L SHANTIKUMAR SINGH
M/S THOUNAOJAM SANA SINGH
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