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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC URANGATHIRI | AURANGABAD | MAHARASHTRA | 423701 | ₹2.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 L+₹24,655.56 (8.77%)Rejected-AOC | ₹3.1 L+₹24,655.56 (8.77%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.9 L+₹13,156.40 (4.68%)Rejected-AOC KINARADAPPAN VETTILAPPARA PO MALAPPUARM 673639 AREACODE MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 673639 | ₹2.9 L+₹13,156.40 (4.68%) | L3 | Rejected-AOC L3 |
Tender Value
₹3.4 L
EMD Value
₹8,455
Closing Date
7 Mar 2026, 6:00 pmClosed
OFFICE OF AE LID AND EW URANGATTIRI
OFFICE OF AE LID AND EW URANGATTIRI
Annual Plan-Construction Of Culvert In Conoorkandi Christyanpalli Road-Proj No 432/26-General Civil Work
2026_LSGD_841986_8
AE/UGTY/TN/07/2025-26
Open Tender
Civil Works - Buildings
Item Wise
AE LID EW URANGATTIRI
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,455
Yes
20 Aug 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Culvert Construction | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | 65.78 | ₹65.71 |
| 1.002 | 3.9.2.B: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>(B) Mechanical Means | - | cum | 1,688.11 | - |
| 1.003 | OD442795/2025-2026: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 Without form work (Modified that 11.4.1.1) | - | cum | 7,950.03 | - |
| 1.004 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | 8,080.08 | - |
| 1.005 | 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 | - | cum | 9,605.33 | - |
| 1.006 | 13.1.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (ii) For nominal mix 1:2:4 (Hand mixed) | 1 | cm | 10,720.56 | ₹10,709.84 |
| 1.007 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | - | cum | 10,478.58 | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | 92,253.53 | - |
| 1.009 | 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) | - | cum | 8,438.18 | - |
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