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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 Cr+₹4.4 L (1.27%)Admitted-Finance | ₹3.5 Cr+₹4.4 L (1.27%) | L2 | Admitted-Finance |
| 3 | L3₹3.6 Cr+₹6.1 L (1.73%)Admitted-Finance | ₹3.6 Cr+₹6.1 L (1.73%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GAUTAM ENTERPRISES L2 | aarav enterprises L1 | MEGHALAYA CONSTRUCTION AND SUPPLY CO. L3 |
|---|---|---|---|---|---|---|
| 1.00 | Schedule 'A' Part - I (RCC Road) Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level. | 16,955.97 | Kg | 25,77,307.44 ₹25,77,307.44 | 25,43,395.5 ₹25,43,395.5 Lowest | 26,28,175.35 ₹26,28,175.35 |
| 2.00 | 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) | 330.75 | Cum | 48,62,025 ₹48,62,025 | 48,28,950 ₹48,28,950 Lowest | 48,95,100 ₹48,95,100 |
| 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 :1:0.75:1.5 (1 Cement : 0.75 coarse sand (zone-III) derived from natural
sources : 1.5 graded stone aggregate 20 mm nominal size
derived from natural sources) | 418.95 | Cum | 78,34,365 ₹78,34,365 | 77,50,575 ₹77,50,575 Lowest | 78,76,260 ₹78,76,260 |
| 4.00 | Supply and laying of vapour barrier as per direction of EIC | 2,425.5 | Sqm | 2,30,422.5 ₹2,30,422.5 Lowest | 2,42,550 ₹2,42,550 | 2,35,273.5 ₹2,35,273.5 |
| 5.00 | Schedule 'A' Part - II (Drainage) 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. | 1,216 | Cum | 9,70,368 ₹9,70,368 Lowest | 9,72,800 ₹9,72,800 | 9,78,880 ₹9,78,880 |
| 6.00 | Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural
sources : 6 graded stone aggregate 20 mm nominal size
derived from natural sources) | 304 | Cum | 56,84,800 ₹56,84,800 | 56,24,000 ₹56,24,000 Lowest | 57,15,200 ₹57,15,200 |
| 7.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 276 | Cum | 40,57,200 ₹40,57,200 | 40,29,600 ₹40,29,600 Lowest | 40,84,800 ₹40,84,800 |
| 8.00 | 12 mm cement plaster finished with a floating coat of neat cement of
mix :1:4 (1 cement: 4 fine sand) | 5,440 | Sqm | 68,00,000 ₹68,00,000 | 65,28,000 ₹65,28,000 Lowest | 66,64,000 ₹66,64,000 |
| 9.00 | Schedule 'A' Part - III (Hume pipe culvert) 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. | 158.1 | Cum | 1,26,321.9 ₹1,26,321.9 Lowest | 1,26,480 ₹1,26,480 | 1,27,270.5 ₹1,27,270.5 |
| 10.00 | 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) | 12.65 | Cum | 1,85,955 ₹1,85,955 | 1,84,690 ₹1,84,690 Lowest | 1,87,220 ₹1,87,220 |
Tender Value
Refer Docs
EMD Value
₹6.7 L
Closing Date
28 Sept 2024, 10:30 amClosed
SO 1 WKS HQ 7 Sect AR
HQ 7 Sect AR
Provn of road side drain hume pipe culvert with PCC junction along the existing road to Bn HQ 28 AR Now 29 AR at Tuensang
2024_ARMHA_824165_2
Engr/2818/7 Sect/2024-25/1028
Open Tender
Civil Works - Roads
Item Rate
365 days
29 AR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
Adm Comdt HQ 7 Sect AR
₹6.7 L
Yes
2 Nov 2024
23 Sept 2024
30 Sept 2024
23 Sept 2024
28 Sept 2024
23 Sept 2024
23 Sept 2024 - 28 Sept 2024
Schedule 'A' Part - I (RCC Road) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:0.75:1.5 (1 Cement : 0.75 coarse sand (zone-III) derived from natural sources : 1.5 graded stone aggregate 20 mm nominal size derived from natural sources)
Supply and laying of vapour barrier as per direction of EIC
Schedule 'A' Part - II (Drainage) 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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
Schedule 'A' Part - III (Hume pipe culvert) 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)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :600 mm dia. R.C.C. pipe
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
GAUTAM ENTERPRISES
MEGHALAYA CONSTRUCTION AND SUPPLY CO.
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