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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance PURBA ASHOKPALLY NH 34 P O RAJGANJ 733134 DIST UTTAR DINAJPUR | RAJGANJ | UTTAR DINAJPUR | WEST BENGAL | 733134 | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹12.7 L (5.99%)Admitted-Finance | ₹2.2 Cr+₹12.7 L (5.99%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT OK |
| Sl No | Description | Qty | Unit | Millenium Road Construction Pvt. Ltd. L1 | BIPLAB MANDAL L2 |
|---|---|---|---|---|---|
| 1.00 | 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 (Reference to MORT&H's specification 304) and as per direction of Engineer-in-Charge.
Ordinary soil
By Mechanical Means
Depth upto 3 m | 1,431.36 | Cum | 63.63 ₹91,077.44 Lowest | 65.34 ₹93,525.06 |
| 2.00 | Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304) and as per direction of Engineer-in-Charge. | 188.03 | Cum | 1,267.28 ₹2,38,286.66 Lowest | 1,301.41 ₹2,44,704.12 |
| 3.00 | Supplying and laying Polythene Sheet (150gm / sq.m.) in foundation or in foundation trenches and as per direction of Engineer-in-Charge.
Note:- Agency willing to execute pre-cast concrete drain wiil not be allowed payment for item under Sl-3. No additional payment will be admissible. Mode of payment will be as per BoQ. | 2,507 | Sqm | 33.06 ₹82,881.42 Lowest | 33.95 ₹85,112.65 |
| 4.00 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200) and as per direction of Engineer-in-Charge.
PCC Grade M15 | 188.03 | Cum | 7,736.96 ₹14,54,780.59 Lowest | 8,052.28 ₹15,14,070.21 |
| 5.00 | Supplying, binding, fixing etc.including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200) and as per direction of Engineer-in-Charge. | 87.5 | MT | 71,766 ₹62,79,596.77 Lowest | 79,135.43 ₹69,24,429.26 |
| 6.00 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200) and as per direction of Engineer-in-Charge.
RCC Grade M-20
With Batching Plant, Transit Mixer and Concrete Pump | 1,505.32 | Cum | 7,777.09 ₹1,17,07,009.12 Lowest | 8,093.5 ₹1,21,83,307.42 |
| 7.00 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200) and as per direction of Engineer-in-Charge. | 4,360 | Each | 170.28 ₹7,42,420.8 Lowest | 174.86 ₹7,62,389.6 |
| 8.00 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200) and as per direction of Engineer-in-Charge.
Sandy material | 373.4 | Cum | 1,411.18 ₹5,26,934.61 Lowest | 1,556.43 ₹5,81,170.96 |
Tender Value
₹2.1 Cr
EMD Value
₹4.3 L
Closing Date
11 Jan 2022, 2:00 pmClosed
O/o SE NHC II
Sarak Bhawan Suri Birbhum 731101
Construction of RCC covered drain from Km. 85.99 to Km. 87.08 both sides of NH512 under NH Div VII PW Roads Dte in the dist of Dakshin Dinajpur during the year 2021 22 on item rate mode using SBD Job No 512 WB 2021 22 481
2021_MoRTH_657575_1
05/2021-22 OF SE NHC II
Open Tender
Civil Works - Roads
Item Rate
90 days
MALDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
AS PER SBD
₹4.3 L
O/o SE NHC II
3 Feb 2022
9 Dec 2021
12 Jan 2022
9 Dec 2021
11 Jan 2022
28 Dec 2021
21 Dec 2021
Amount
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 (Reference to MORT&H's specification 304) and as per direction of Engineer-in-Charge. Ordinary soil By Mechanical Means Depth upto 3 m
Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304) and as per direction of Engineer-in-Charge.
Supplying and laying Polythene Sheet (150gm / sq.m.) in foundation or in foundation trenches and as per direction of Engineer-in-Charge. Note:- Agency willing to execute pre-cast concrete drain wiil not be allowed payment for item under Sl-3. No additional payment will be admissible. Mode of payment will be as per BoQ.
Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200) and as per direction of Engineer-in-Charge. PCC Grade M15
Supplying, binding, fixing etc.including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200) and as per direction of Engineer-in-Charge.
Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200) and as per direction of Engineer-in-Charge. RCC Grade M-20 With Batching Plant, Transit Mixer and Concrete Pump
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200) and as per direction of Engineer-in-Charge.
Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200) and as per direction of Engineer-in-Charge. Sandy material
BIPLAB MANDAL
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