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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹37.5 L+₹79,525.95 (2.17%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹38.0 L+₹1.3 L (3.58%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹38.0 L+₹1.3 L (3.58%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SAJI THOMAS L3 | SAJIMON E B L1 | T. Shahinsha L4 | Jomon joseph L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | OD310870/2024-2025:Construction of Embankment with Material Obtained from Borrow PitsConstruction of
embankment with approved material obtained from borrow pits with a lift upto 1.5
m,transporting to site, spreading, grading to required slope and compacting to meet requirement
of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(modified data 3.4 ) DSR 2018 | 447.94 | cum | 1,186.46 ₹5,31,460.52 | 1,145.4 ₹5,13,068.19 Lowest | 1,188.24 ₹5,32,257.85 | 1,170 ₹5,24,087.46 |
| 1.00 | OD438876/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers with motor grader on prepared surface, mixing at once and compacting with
smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per
Technical Specification Clause (ii)Using Gravel mix soil. | 86.13 | cum | 1,606.12 ₹1,38,335.12 | 1,550.6 ₹1,33,553.18 Lowest | 1,608.53 ₹1,38,542.69 | 1,583 ₹1,36,343.79 |
| 1.00 | 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) | 129.19 | cum | 8,657.1 ₹11,18,454.03 | 8,357.9 ₹10,79,798.89 Lowest | 8,670.11 ₹11,20,134.86 | 8,539 ₹11,03,196.11 |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry | 15.06 | cum | 421.02 ₹6,340.56 | 406.4 ₹6,120.38 Lowest | 421.65 ₹6,350.05 | 416 ₹6,264.96 |
| 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 | 97.5 | cum | 797.07 ₹77,714.33 | 769.5 ₹75,026.25 Lowest | 798.27 ₹77,831.33 | 786 ₹76,635 |
| 1.01 | OD401757/2024-2025:Department -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charge etc. complete as per the direction of departmental officers at site | 12.8 | cum | 1,644.46 ₹21,050.73 | 1,587.6 ₹20,322.87 Lowest | 1,646.93 ₹21,082.35 | 1,621 ₹20,750.42 |
| 1.01 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 244.92 | cum | 6,163.88 ₹15,09,682.15 | 5,950.9 ₹14,57,518.23 Lowest | 6,173.14 ₹15,11,950.14 | 6,081 ₹14,89,382.84 |
| 1.01 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4 | 32.17 | cum | 8,429.45 ₹2,71,217.55 | 8,138.1 ₹2,61,843.37 Lowest | 8,442.11 ₹2,71,624.89 | 8,315 ₹2,67,535.13 |
| 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 | 6.5 | cum | 8,951.7 ₹58,186.05 | 8,642.4 ₹56,175.6 Lowest | 8,965.15 ₹58,273.48 | 8,830 ₹57,395 |
Tender Value
₹38.0 L
EMD Value
₹50,000
Closing Date
17 May 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECCTION NEDUMUDY GP
Local road restoration project 2024 1018 Alappuzha District Nedumudy GP Concreting from vilakkumaram jetty towards north of nalpathilchira boat jetty atturheram road in ward 03 of Nedumudy GP
2025_LSGD_763911_1
01/AE/LSGD/NDY/2025-26
Open Tender
Civil Works - Roads
Item Rate
270 days
ALAPPUZHA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 Apr 2026
10 May 2025
20 May 2025
10 May 2025
17 May 2025
10 May 2025
Amount
Road concrete
OD310870/2024-2025:Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (modified data 3.4 ) DSR 2018
OD438876/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause (ii)Using Gravel mix soil.
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)
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry
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
OD401757/2024-2025:Department -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charge etc. complete as per the direction of departmental officers at site
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD404207/2024-2025:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 450 mm dia R.C.C. pipe
OD436620/2024-2025:providing and fixing of direction and place identification retro reflectorised sign with 7 years warranty manufactured as per IRC 67 made of type IV micro prismatic grade sheeting fixed over aluminium sheeting , 2mmthick aluminuim composite material sheeting 4mmthick with area not exeeding 0.90 sqm , with suitable back supporting frame of MS angle 40*40*6 and supported on GI pipe pole 50mm NB 2 nos conforming to IS 1239 firm;y fixed to the ground by means of property designed foundation with M15 grade cement concrete min size 40 *40 *60 below ground level including painting all exposed surface with 2 coats of epoxy painting over primer and as per approved drawing and clause 801 including lettering symbols etc (derived from MORD spaec 10.3.A2
Jomon joseph (BID ID -2212555)
SAJI THOMAS (BID ID -2212633)
T. Shahinsha (BID ID -2212656)
Bidder Name
SAJIMON E B
SAJI THOMAS
Jomon joseph
T. Shahinsha
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