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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-Finance | ₹13.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹14.4 L+₹87,273.47 (6.45%)Rejected-Finance | ₹14.4 L+₹87,273.47 (6.45%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical 7513 SL NO 0881 AMB 23 250 | WARDHA | MAHARASHTRA | 442001 | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | k Rajagopal L5 | SHIJU.E L2 | SREEKUMAR L3 | L.SELVAN L7 | MAHESH L4 | TRINITY CONSTRUCTION THYCAUD PVT LTD L6 | SOORAJ SURESH L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Drain maintenance and Construction | ||||||||||
| 1.00 | 1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m | 16 | cum | 491.92 ₹7,870.72 | 459.75 ₹7,356 | 481.65 ₹7,706.4 | 532.46 ₹8,519.36 | 540 ₹8,640 | 496.78 ₹7,948.48 | 431.9 ₹6,910.4 Lowest |
| 1.00 | 2.5.2.A:Dismantling of Structures<br> 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.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 24 | cum | 726.14 ₹17,427.36 | 678.66 ₹16,287.84 | 710.98 ₹17,063.52 | 785.99 ₹18,863.76 | 700 ₹16,800 | 733.33 ₹17,599.92 | 637.55 ₹15,301.2 Lowest |
| 1.00 | 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 | 163.8 | cum | 876.11 ₹1,43,506.82 | 818.83 ₹1,34,124.35 | 857.82 ₹1,40,510.92 | 948.32 ₹1,55,334.82 | 850 ₹1,39,230 | 884.78 ₹1,44,926.96 | 769.25 ₹1,26,003.15 Lowest |
| 1.00 | 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 | 23.4 | cum | 8,373.36 ₹1,95,936.62 | 7,825.87 ₹1,83,125.36 | 8,198.53 ₹1,91,845.6 | 9,063.47 ₹2,12,085.2 | 9,000 ₹2,10,600 | 8,456.17 ₹1,97,874.38 | 7,351.99 ₹1,72,036.57 Lowest |
| 1.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 54.6 | cum | 8,183.04 ₹4,46,793.98 | 7,647.99 ₹4,17,580.25 | 8,012.18 ₹4,37,465.03 | 8,857.46 ₹4,83,617.32 | 7,000 ₹3,82,200 Lowest | 8,263.97 ₹4,51,212.76 | 7,184.89 ₹3,92,294.99 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 35.1 | cum | 9,197.14 ₹3,22,819.61 | 8,595.79 ₹3,01,712.23 | 9,005.11 ₹3,16,079.36 | 9,955.15 ₹3,49,425.77 | 10,000 ₹3,51,000 | 9,288.1 ₹3,26,012.31 | 8,075.29 ₹2,83,442.68 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.98 | tonne | 93,429.02 ₹2,78,792.2 | 87,320.2 ₹2,60,563.48 | 91,478.3 ₹2,72,971.25 | 1,01,129.21 ₹3,01,769.56 | 95,000 ₹2,83,480 | 94,353.04 ₹2,81,549.47 | 82,032.73 ₹2,44,785.67 Lowest |
| 1.01 | 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) | 7.15 | cum | 8,545.7 ₹61,101.76 | 7,986.94 ₹57,106.62 | 8,367.27 ₹59,825.98 | 9,250.02 ₹66,137.64 | 9,000 ₹64,350 | 8,630.22 ₹61,706.07 | 7,503.3 ₹53,648.6 Lowest |
| 1.01 | OD60587/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Ordinary cement without any pigment (Based on DSR11.20.4.) | 60 | sqm | 1,128.82 ₹67,729.2 | 1,055.01 ₹63,300.6 | 1,105.25 ₹66,315 | 1,221.85 ₹73,311 | 1,000 ₹60,000 | 1,139.98 ₹68,398.8 | 991 ₹59,460 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,362
Closing Date
25 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
350/26-27-Krishnavilasam Eswaravilasam Road Bylanes and Drain maintenance in Jagathy ward
2026_LSGD_857983_12
02/E16/AEE2/5321989/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹42,362
Yes
19 Sept 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain maintenance and Construction | |||||
| 1.001 | 1.8.1:Loading and Unloading of C.C. Blocks, Kerb, etc. <br> (i) Loading with care C.C. Blocks, km Stone, 200 m Stone, Boundary Pillar, Kerb, Channel, Bond Stone, etc. by manual means including a lead upto 30 m | - | cum | - | - |
| 1.002 | 2.5.2.A:Dismantling of Structures<br> 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.<br>(II) By Mechanical Means <br> (A) Cement Concrete | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD60587/2026-2027:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Ordinary cement without any pigment (Based on DSR11.20.4.) | - | sqm | - | - |
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