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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance HOLDING NO 06 623 GYAN VILLA MANAV KALYAN ROAD OPP BRAHMA KUMARI ASHRAM LANE TINSUKIA ASSAM PIN 786125 | TINSUKIA | TINSUKIA | ASSAM | 786125 | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹2.5 L (1.18%)Admitted-Finance | ₹2.1 Cr+₹2.5 L (1.18%) | L2 | Admitted-Finance |
| 3 | L3₹2.1 Cr+₹2.7 L (1.31%)Admitted-Finance H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003 | ₹2.1 Cr+₹2.7 L (1.31%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹2.9 L (1.39%)Admitted-Finance | ₹2.1 Cr+₹2.9 L (1.39%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | M/s. GRRB ASSOCIATES L1 | M/s ATW INDIA Pvt Ltd L3 | M/s Y.P Enterprises L4 | M/s Takio Enterprises L2 |
|---|---|---|---|---|---|---|---|
| 1.00PASIGHAT-MEBO-DAMBUK-BOMJIR ROAD (NH-13) | |||||||
| 2.00BILL NO. 1: PCC RETAINING WALL - 4 Mtr Ht in 2 Steps = 90.00 Mtr) | |||||||
| 3.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I. Ordinary Soil
A. Manual Means
(i) Upto 3 m (without de-watering) | 414 | Cum | 151 ₹62,514 | 169 ₹69,966 | 125.72 ₹52,048.08 Lowest | 285 ₹1,17,990 |
| 4.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 41.4 | Cum | 6,778 ₹2,80,609.2 | 6,950 ₹2,87,730 | 6,845 ₹2,83,383 | 6,050 ₹2,50,470 Lowest |
| 5.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
B) PCC Grade M20
p) Height upto 5m | 732.19 | Cum | 9,576 ₹70,11,451.44 | 9,500 ₹69,55,805 | 9,670.7 ₹70,80,789.83 | 9,450 ₹69,19,195.5 Lowest |
| 6.00 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications | 324 | Each | 131 ₹42,444 Lowest | 176 ₹57,024 | 136.9 ₹44,355.6 | 225 ₹72,900 |
| 7.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granular material | 480 | Each | 1,599 ₹7,67,520 | 995 ₹4,77,600 Lowest | 1,628 ₹7,81,440 | 1,280 ₹6,14,400 |
| 8.00Total Bill No. 1 | |||||||
| 9.00BILL NO. 2: PCC RETAINING WALL - 3 Mtr Ht (581.450 Km to 581.470 Km = 20.00 Mtr) | |||||||
| 10.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I. Ordinary Soil
A. Manual Means
(i) Upto 3 m (without de-watering) | 29.76 | Cum | 151 ₹4,493.76 | 169 ₹5,029.44 | 125.72 ₹3,741.43 Lowest | 285 ₹8,481.6 |
Tender Value
₹2.8 Cr
EMD Value
₹5.7 L
Closing Date
23 May 2022, 11:00 amClosed
Chief Engineer, HW Zone, PWD, Itanagar, AP
O/o Chief Engineer, HW Zone, PWD, Itanagar, AP
Permanent restoration of flood damages on Pasighat-Mebo-Dambuk-Bomjir Road (NH-13) and Jonai (Ruksin Gate)-Pasighat-Raneghat Road (NH-515) in the state of Arunachal Pradesh.
2022_MoRTH_686251_1
CEAP(HW)/WTC-161/FDR/TENDER
Open Tender
Civil Works
Item Rate
180 days
Pasighat
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Regional Pay and Accounts Officer, MoRTH
₹5.7 L
Mowb-II, Itanagar,AP
1 Jul 2022
29 Apr 2022
24 May 2022
29 Apr 2022
23 May 2022
29 Apr 2022
12 May 2022
Amount
PASIGHAT-MEBO-DAMBUK-BOMJIR ROAD (NH-13)
BILL NO. 1: PCC RETAINING WALL - 4 Mtr Ht in 2 Steps = 90.00 Mtr)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary Soil A. Manual Means (i) Upto 3 m (without de-watering)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications B) PCC Grade M20 p) Height upto 5m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material
Total Bill No. 1
BILL NO. 2: PCC RETAINING WALL - 3 Mtr Ht (581.450 Km to 581.470 Km = 20.00 Mtr)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary Soil A. Manual Means (i) Upto 3 m (without de-watering)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications C) PCC Grade M20 p) Height upto 5m
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material
Total Bill No. 2
JONAI(RUKSIN GATE)-PASIGHAT-RANEGHAT ROAD (NH-515)
BILL NO. 3: PCC RETAINING WALL - 3 Mtr Ht. = 65.00 Mtr
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary Soil A. Manual Means (i) Upto 3 m (without de-watering)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications C) PCC Grade M20 p) Height upto 5m
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material
Total Bill No. 3
BILL NO. 4: PCC RETAINING WALL - 4 Mtr Ht. = 45.00 Mtr
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary Soil A. Manual Means (i) Upto 3 m (without de-watering)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications C) PCC Grade M20 p) Height upto 5m
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material
Total Bill No. 4
BILL NO. 5: RCC RETAINING WALL - 10 Mtr Ht. = 20.00 Mtr
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I. Ordinary Soil B. Mechanical Means (i) Depth upto 3 m (without de-watering)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A) PCC Grade M15
E) RCC Grade M25-Case I Using concrete Mixer
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications F) RCC Grade M25
p) Height upto 5m- Case I Using concrete Mixer
q) Height 5m to 10m- Case I Using concrete Mixer
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material
Total Bill No. 5
Grand Total
M/s Takio Enterprises
M/s ATW INDIA Pvt Ltd
M/s Y.P Enterprises
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