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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹20.6 L+₹758.92 (0.04%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹20.8 L+₹19,532.47 (0.95%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹22.4 L+₹1.8 L (8.82%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹23.4 L+₹2.8 L (13.6%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
1 Jan 2025, 5:00 pmClosed
Assistant Executive Engineer
LSGD SUB DIVISION, CHITTUR BP
A n n u a l P l a n - C H I T T U R B L O C K PANCHAYATH 2024-25-Eduppukulam Check dam Left AND Right River bank RCC wall construction work at Elapully GP P No. 186 Phase 2-General Civil Work
2024_LSGD_718493_9
ET-4/LSGD/CTR/2024-25
Open Tender
Civil Works - Others
Item Rate
270 days
LSGD SUB DIVISION, CHITTUR BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
10 Feb 2025
21 Dec 2024
4 Jan 2025
21 Dec 2024
1 Jan 2025
21 Dec 2024
Amount
Check dam Riverbank wall construction
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
3.9.2.A:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br> (A) Manual Means
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
12.5.4: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> IV. R.C.C. grade M 25
12.6:Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Check dam side wall
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
OD219212/2024-2025:Providing and fixing 16 mm dia tor steel reinforcement. complete ,boring hole 20 mm dia grouting etc complete
OD219213/2024-2025:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.Vol. of bund (1+2.5)/2*2*20=70m3 Vol of core 0.6*2*20 = 24m3 vol of earth 70-24 = 46m3 No. of bags 46/0.027 =1704nos
manoj.k (BID ID -2043989)
nanda building material suppliers (BID ID -2044516)
O P ENTERPRISES (BID ID -2042423)
C JAYANANDAN (BID ID -2044006)
Bidder Name
SIVADAS C
manoj.k
O P ENTERPRISES
C JAYANANDAN
nanda building material suppliers
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1136257.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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