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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC 1002 SUB TREASURY PEERUMEDU | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC ADMITTED | |
| 2 | L2₹8.5 L+₹28,998.56 (3.55%)Rejected-AOC KANJIRAPPALLI KANDATHIL VALLAKKADAVU PO VANDIPERIYAR GRAMA PANCHAYAT VANDIPERIYAR KANJIRAPPALLI KANDATHIL | KOTTAYAM | KERALA | 686001 | L2 | Rejected-AOC REJECTED |
Tender Value
₹9.2 L
EMD Value
₹22,877
Closing Date
3 Feb 2024, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
OFFICE OF ASSISTANT EXECUTIVE ENGINEER LID EW AZHUTHA BLOCK PANCHAYAT
Annual Plan-General 2023-24 277-CONSTRUCTION OF BRIDGE IN POOMARAM BHAGAM ARANAKKAL GRAMPI ROAD-General Civil Work
2024_LSGD_650111_3
ET 35-BP/2023-24/AE/LID EW/AZHUTHA
Open Tender
Civil Works - Bridges
Item Rate
120 days
AZHUTHA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,020
Yes
₹22,877
Yes
21 Apr 2024
27 Jan 2024
5 Feb 2024
27 Jan 2024
3 Feb 2024
27 Jan 2024
Amount
CONSTRUCTION OF BRIDGE IN POOMARAM BHAGAM
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
OD184414/2023-2024:DOWEL BARS - Supplying and providing Dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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 For height upto 5 m III. R.C.C grade M 20
12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25
OD184426/2023-2024:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD184437/2023-2024:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.(Modified from 2.28.1)
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD184435/2023-2024:Providing and fixing of good granite name board with lettering including of all cost conveyance labour charge etc. complete.
Bidder Name
DESIGN TECH ENGINEERS AND CONTRACTORS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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