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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC | L1 | Accepted-AOC L1 agency accepted | |
| 2 | L2₹15.8 L+₹1.5 L (10.4%)Rejected-AOC XEN ADAMPUR W S DIVISION HISAR HARYANA | HISAR | HARYANA | 125001 | L2 | Rejected-AOC Other L agency rejected due to refund of emd | |
| 3 | L3₹16.1 L+₹1.7 L (12.0%)Rejected-AOC V P O SARINH BHUTTA DISTT LUDHIANA | LUDHIANA | PUNJAB | 141001 | L3 | Rejected-AOC Other L agency rejected due to refund of emd | |
| 4 | L4₹16.3 L+₹2.0 L (14.0%)Rejected-AOC | L4 | Rejected-AOC Other L agency rejected due to refund of emd | |
| 5 | L5₹18.1 L+₹3.8 L (26.4%)Rejected-AOC 4TH FLOOR OLYMPUS 179 PERIN NARIMAN STREET FORT MUMBAI MAHARASHTRA 400001 | MUMBAI | MAHARASHTRA | 400001 | L5 | Rejected-AOC Other L agency rejected due to refund of emd |
Tender Value
₹19.6 L
EMD Value
₹39,300
Closing Date
18 Aug 2023, 5:00 pmClosed
KAMALDEEP SINGH RANA
PD - I, Sirsa
Special Repair by Providing Widening and strengthening with IP Block on Ahamedpur dhani
2023_HRY_303038_1
20239108FF3C CD7C 41D8 9B62 79AE55366407632BAR
Open Tender
Civil Works
Works
90 days
AHAMADPUR
Special Repair by Providing Widening and strengthening with IP Block on Ahamedpur dhani
2 documents required · 2 mandatory
₹1,000
₹39,300
Yes
1 Feb 2024
10 Aug 2023
19 Aug 2023
10 Aug 2023
18 Aug 2023
10 Aug 2023
Amount
[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material
[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
[17.43.2]Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mm 2. Milling on Bituminous surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site.
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
[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
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.
[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)
[17.74]Excavation for roadwork in soil by manual/mechanical means including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including breaking of clods and disposal within ROW as per technical clause 301 of MORTandH specifications.
[17.75]Demolishing dry brick on end edging pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within any lead.
Recovery item Bricks @ 5/- each
Recovery item of Brick Bats @ 500/- Cum
Credit of Bituminous Material @ 1510/- Cum
N K BHADU CONSTRUCTIONS
S G Construction Company
SDG Infra
Vikram and Company
M/s.S.D.N.R.CONSTRUCTION COMPANY
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