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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹32,627.32 (0.17%)Admitted-Finance | ₹2.0 Cr+₹32,627.32 (0.17%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹1.2 L (0.61%)Admitted-Finance | ₹2.0 Cr+₹1.2 L (0.61%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | aarav enterprises L2 | m/s tokutochophy L1 | GAUTAM ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sqm on plan), including getting out and disposal of excavated earth lead of 50 m and lift upto 1.50 m, as directed by Engineer - in charge. All kinds of soil. | 366.28 | Cum | 84,976.96 ₹84,976.96 | 84,610.68 ₹84,610.68 Lowest | 87,907.2 ₹87,907.2 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 118.34 | Cum | 76,329.3 ₹76,329.3 Lowest | 76,921 ₹76,921 | 76,921 ₹76,921 |
| 3.00 | 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 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 92.61 | Cum | 13,08,023.64 ₹13,08,023.64 | 12,96,540 ₹12,96,540 Lowest | 13,15,062 ₹13,15,062 |
| 4.00 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with cm 1:6:12 (1 cement : 6 coarse sand) | 231.53 | Cum | 33,61,815.6 ₹33,61,815.6 | 33,57,185 ₹33,57,185 Lowest | 33,68,761.5 ₹33,68,761.5 |
| 5.00 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level.Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) | 752.46 | Cum | 1,37,08,316.28 ₹1,37,08,316.28 | 1,36,94,772 ₹1,36,94,772 Lowest | 1,37,70,018 ₹1,37,70,018 |
| 6.00 | Providing and laying cement concrete in retaining walls, coping, bed blocks upto floor five levels, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.58 | Cum | 2,37,598.44 ₹2,37,598.44 | 2,37,390 ₹2,37,390 Lowest | 2,38,548 ₹2,38,548 |
| 7.00 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing | 524.79 | sqm | 6,63,859.35 ₹6,63,859.35 Lowest | 6,65,433.72 ₹6,65,433.72 | 6,69,107.25 ₹6,69,107.25 |
| 8.00 | Providing and laying hard core of guage etc 63 mm and stone aggregate (single size) deposited spread and levlled in layers watered rammed to a true surface | 95.55 | Cum | 1,96,355.25 ₹1,96,355.25 | 1,95,877.5 ₹1,95,877.5 Lowest | 1,95,877.5 ₹1,95,877.5 Lowest |
| 9.00 | Providing and fixing U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia | 510.3 | RM | 1,06,142.4 ₹1,06,142.4 | 1,02,060 ₹1,02,060 Lowest | 1,09,714.5 ₹1,09,714.5 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
2 May 2023, 11:30 amClosed
SO1 Wks HQ 7 Sect AR
HQ 7 Sector Assam Rifles Tuensang
Provn of retaining wall to prevent land slides and to stabilize area around the bldgs shelters at Lungwa and Chenmoho COBs of 27 Assam Rifles
2023_ARMHA_749402_1
Tender No. 7 SECT/ENGR/2023-24/5927
Open Tender
Civil Works
Item Rate
90 days
HQ 7 Sect AR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
HQ 7 Sector Assam Rifles DDO
₹2.7 L
Yes
20 May 2023
18 Apr 2023
3 May 2023
18 Apr 2023
2 May 2023
18 Apr 2023
18 Apr 2023 - 2 May 2023
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sqm on plan), including getting out and disposal of excavated earth lead of 50 m and lift upto 1.50 m, as directed by Engineer - in charge. All kinds of soil.
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
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 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with cm 1:6:12 (1 cement : 6 coarse sand)
Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level.Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying cement concrete in retaining walls, coping, bed blocks upto floor five levels, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing
Providing and laying hard core of guage etc 63 mm and stone aggregate (single size) deposited spread and levlled in layers watered rammed to a true surface
Providing and fixing U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia
aarav enterprises
GAUTAM ENTERPRISES
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