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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No(1) dtd.27-08-2024 of Pathanamthitta Municipality | |
| 2 | L2₹26.7 L+₹1.3 L (5.03%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
9 Aug 2024, 6:00 pmClosed
Assistant Executive Engineer
LSGD Section Pathanamthitta Municipality
GENERAL-Annual Plan-Pathanamthitta M u n i c i p a l i t y P r o j e c t n o 4 4 7 / 2 4 CONSTRUCTION OF RETAINING WALL (side protection wall) TO THODU NEAR NAGARA SABHA NEW PRIVATE BUS STAND Second Reach in Ward 10
2024_LSGD_683406_1
E1-30/12-13 VI(1)
Open Tender
Civil Works - Others
Item Rate
90 days
Pathanamthitta Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
7 Nov 2024
1 Aug 2024
12 Aug 2024
1 Aug 2024
9 Aug 2024
1 Aug 2024
Amount
RETAINING WALL
OD57088/2024-2025:od6571/2017_2018 :Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
OD58401/2024-2025:1:CONSTRUCTIN OF RING BUND 1.001-Specification code: OD99656/2023-2024 od1495172/2021_2022 :od680990/2020_2021 :Putting up earthern bund having a top width of 1.00m,bottom width of 2.00m and height 2.50m using 1/2 split coconut post 4 rows;driving down 60cm centre to centre and 1.50m below GL tying with coir yarn and 1/2 split coconut horizontal piece 4 rows on both sides,cross ties 1.00m apart and struts on both sides at 2.00m apart and screening with 1/3 split arrecanut reepers 30 cm square mesh and with double new coconut cadjan and all tying properly with GI fencing wire and filling inside with stiff clay of approved quality as water proof layer etc.complete
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD57092/2024-2025:od32485/2019_2020 :DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD57093/2024-2025:od32442/2019_2020 :Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. quantity for 300m3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD60743/2024-2025:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance,
11.2.2:Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 <br>2. Earth filling (For marshy soil)
ABDUL ASEEM A
Bidder Name
ABDUL ASEEM A
H SHAJI
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1063243.pdf
boq_comp_chart.xlsx
xlsx
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