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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 CrRejected-Finance 366 27 SUBHASH NAGAR ROHTAK ROAD JIND | JIND | JIND | HARYANA | 126102 | L1 | Rejected-Finance L1 | |
| 2 | L2₹8.1 Cr+₹30.8 L (3.96%)Rejected-Finance 796 AZAD NAGAR ROORKEE DISTT HARIDWAR UK | HARIDWAR | UTTARAKHAND | 247667 | L2 | Rejected-Finance L2 | |
| 3 | L3₹8.1 Cr+₹36.4 L (4.68%)Rejected-Finance 65 MODEL TOWN 136026 | KAITHAL | HARYANA | 136026 | L3 | Rejected-Finance L3 | |
| 4 | L4₹8.8 Cr+₹99.1 L (12.8%)Rejected-Finance 89 SECTOR 12 A PANCHKULA | L4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical Technicaly not Quaified |
Tender Value
₹10.9 Cr
EMD Value
₹21.8 L
Closing Date
11 Mar 2023, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SANDEEP SINGH
PD - I, Karnal
Strengthening with 40mm BC and Relaying of CC Block on Newal Gheer Garhi Birbal road (Road ID 7170) length Km 32.210 in Indri Constituency in Karnal District.
2023_HRY_259197_1
2023B95A3751 3A1A 4AF9 806B 749537CF1C69644BAR
Open Tender
Civil Works
Works
360 days
NEWAL GHEER GARHI BIRBAL
As per Bid Document
2 documents required · 2 mandatory
₹20,000
Yes
₹21.8 L
Yes
O/o Superintending Engineer PWD Karnal Circle
18 Jul 2024
18 Feb 2023
13 Mar 2023
18 Feb 2023
11 Mar 2023
18 Feb 2023
18 Feb 2023 - 1 Mar 2023
2 Mar 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [14.23.1]Cement pointing 1:2 on lining 1. In bed. | 36.92 | Sqm | - | - |
| 2 | [17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam - II with Screening Type A / Type B
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications | 1,345.7 | cum | - | - |
| 3 | [17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications | 1,92,125.16 | Sqm | - | - |
| 4 | [17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP
Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications | 7,685.01 | cum | - | - |
| 5 | [17.61.1]PIPE CULVERTS 1. Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Single Row
Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications | 40 | Metre | - | - |
| 6 | [17.66.1]Rectangular Concrete Block Pavement 1. Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503 | 586.48 | cum | - | - |
| 7 | [17.67]Removal of existing CC Block. Removing of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. | 2,932.41 | cum | - | - |
| 8 | [17.68]Relaying of available (removed and stacked) C.C. Block M-30 Size 450x300x150mm Relaying of available (removed and stacked) C.C. Block M-30 Size 450x300x150mm and spreading 25 mm thick sand underneath filling joints with sand as per technical specification clause 1503. | 2,345.93 | cum | - | - |
| 9 | [17.7]Construction of Embankment with Material Deposited from Roadway Cutting or Excavation Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications (Use Excavated Earth) | 6,116.99 | cum | - | - |
| 10 | [34.12.1]Advance Direction sign board 900x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 | 4 | Each | - | - |
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