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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹33.9 LAccepted-AOC | l1 | Accepted-AOC OK | |
| 2 | l2₹35.7 L+₹1.8 L (5.31%)Rejected-AOC | l2 | Rejected-AOC OK |
| Sl No | Description | Qty | Unit | Ashraf K.A. L1 | P.P. Aboobacker L2 |
|---|---|---|---|---|---|
| 1.00PUTHENTHODU SCHOOL ROAD | |||||
| 1.00 | 2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. 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.(B) Rubble Stone Masonry in Cement Mortar | 44.85 | cum | 763 ₹34,220.55 Lowest | 803.54 ₹36,038.77 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 26.79 | cum | 441.5 ₹11,827.34 Lowest | 464.96 ₹12,455.81 |
| 1.00 | OD159228/2025-2026:MoRD OD Dry rubble masonry -Dry rubble masonry without concrete levelling course with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per direction of Departmental officers at site. | 91.42 | cum | 4,160.22 ₹3,80,327.31 Lowest | 4,381.25 ₹4,00,533.88 |
| 1.00 | OD159227/2025-2026:Using with dptl. ruble -dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete (Modified data 60.7.8) | 44.85 | cum | 1,747.15 ₹78,359.68 Lowest | 1,839.98 ₹82,523.1 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 849.9 | sqm | 16.01 ₹13,606.9 Lowest | 16.86 ₹14,329.31 |
| 1.01 | OD159229/2025-2026:MoRD OD - Filling with contractor own earth for available source including cost and conveyance in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 274.64 | cum | 943.73 ₹2,59,188.84 Lowest | 993.87 ₹2,72,959.44 |
| 1.01 | OD262327/2025-2026:MoRD OD (Modified 4.11.2) 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 by mix in
place method with rotavator at once and compacting with smooth wheel roller to achieve the
desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii)
Using Gravel mix soil. | 97.14 | cum | 1,822.7 ₹1,77,053.43 Lowest | 1,919.54 ₹1,86,460.28 |
| 1.01 | OD159762/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M 40 hydraulic blocks of approved size, design and shape laid in required patern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc,complete as per the direction of Engineer in charge | 994.99 | sqm | 1,160.33 ₹11,54,516.75 Lowest | 1,221.98 ₹12,15,857.88 |
| 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) | 8.54 | cum | 9,186.73 ₹78,436.3 Lowest | 9,674.82 ₹82,603.61 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
29 Sept 2025, 4:00 pmClosed
AElsgd chellanam
AElsgd chellanam
GENERAL-LRRP Sl.No.1996-2024-25 KOCHI LAC Sl. No. 1996 WARD 11 PUTHENTHODE SCHOOL ROAD , CHELLANAM GP, ERNAKULAM DISTRICT-2024-25-General Civil Work
2025_LSGD_798018_1
T5/AE/LID EW/CGP/2025-26
Open Tender
Civil Works - Roads
Item Wise
240 days
chellanam GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
21 Jun 2026
20 Sept 2025
30 Sept 2025
20 Sept 2025
29 Sept 2025
20 Sept 2025
Amount
PUTHENTHODU SCHOOL ROAD
2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. 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.(B) Rubble Stone Masonry in Cement Mortar
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD159228/2025-2026:MoRD OD Dry rubble masonry -Dry rubble masonry without concrete levelling course with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc. complete as per direction of Departmental officers at site.
OD159227/2025-2026:Using with dptl. ruble -dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete (Modified data 60.7.8)
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD159229/2025-2026:MoRD OD - Filling with contractor own earth for available source including cost and conveyance in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD262327/2025-2026:MoRD OD (Modified 4.11.2) 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 by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD159762/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M 40 hydraulic blocks of approved size, design and shape laid in required patern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc,complete as per the direction of Engineer in charge
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)
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
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)
OD159232/2025-2026:(Modified MORD OD 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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD159231/2025-2026:OD from DAR 11.19.1 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand):Light shade pigment using white cement
OD159226/2025-2026: DAR 10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
OD159233/2025-2026: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, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2
P.P. Aboobacker (BID ID -2365152)
Bidder Name
P.P. Aboobacker
Ashraf K.A.
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