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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST AMOUNT QUATED | |
| 2 | L2₹4.3 L+₹5,818.63 (1.38%)Rejected-Finance ERATTAKULAM PAROLA ROAD RETARRING PROJ NO 42 WARD 18 | THIRUVANANTHAPURAM | KERALA | 695001 | L2 | Rejected-Finance L2 |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
17 Oct 2023, 3:00 pmClosed
Assistant Engineer
Assistant Executive Engieneer,LSGD subdivision ,sreekrishnapuram
Annual plan 2023-24 Anaykaparambu -Madrassaroad Culvert -Karakurussi GP
2023_LSGD_610410_17
ET-03/23-24/AEE/SKPM DT 4/10/2023
Open Tender
Civil Works - Roads
Item Rate
240 days
SREEKRISHNAPURAM
.
7 documents required · 7 mandatory
₹935
₹10,579
Yes
6 Dec 2023
9 Oct 2023
20 Oct 2023
9 Oct 2023
17 Oct 2023
9 Oct 2023
Amount
Culvert Construction
OD90871/2023-2024:Modified Data (DAR-2.6.1)-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil
OD86966/2023-2024:Modified Data (DAR-2.8.1)-Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
OD95621/2023-2024:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
OD86968/2023-2024:Filling with quarry muck-Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade
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
12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
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
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD86969/2023-2024:Modified Data (DAR-50.2.3.1)-Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD86970/2023-2024:60.6-PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
MADHUSUDHANAN
Bidder Name
MADHUSUDHANAN
SUROJ
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