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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.3 L+₹29,392.63 (0.84%)Rejected-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L2 | AMEERALI P L1 | MOHAMMED MUSTHAFA P. L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix.-1. Bridge construction | ||||||
| 1.00 | 2.5.1.B:Dismantling of Structures 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. (I) By Manual Means (B) Cement Concrete | 26.34 | cum | 1,062.41 ₹27,988.13 | 1,052.04 ₹27,714.94 Lowest | 1,088.44 ₹28,673.86 |
| 1.00 | OD14888/2025-2026:Modified Data (DAR-2.6.1)-Earth work in excavation by mechanical means
(Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in
width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50
m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of
soil | 122.54 | cum | 231.08 ₹28,317.47 | 228.83 ₹28,041.74 Lowest | 236.74 ₹29,011.07 |
| 1.00 | OD14890/2025-2026:Modified Data (DAR-2.8.1)-Earth work in excavation by mechanical means
(Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding
1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of
bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of
surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 51.06 | cum | 322.67 ₹16,475.53 | 319.52 ₹16,314.69 Lowest | 330.57 ₹16,878.9 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 8.06 | cum | 7,750.26 ₹62,490.35 | 7,674.64 ₹61,880.62 Lowest | 7,940.18 ₹64,021.67 |
| 1.00 | 12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 85.51 | cum | 8,664.59 ₹7,40,917.76 | 8,580.05 ₹7,33,688.66 Lowest | 8,876.92 ₹7,59,074.31 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 6.85 | tonne | 86,000 ₹5,89,444 Lowest | 86,049.6 ₹5,89,783.96 | 89,026.93 ₹6,10,190.58 |
| 1.01 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | 9.93 | cum | 10,287.01 ₹1,02,129.44 | 10,186.7 ₹1,01,133.56 Lowest | 10,539.11 ₹1,04,632.28 |
| 1.01 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 1.22 | tonne | 89,674.22 ₹1,09,133.53 | 88,799.3 ₹1,08,068.75 Lowest | 91,871.8 ₹1,11,807.98 |
| 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) | 1.97 | cum | 8,426.37 ₹16,608.38 | 7,832.61 ₹15,438.07 Lowest | 8,103.61 ₹15,972.22 |
Tender Value
₹41.1 L
EMD Value
₹50,000
Closing Date
1 Sept 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
THIRUVEGAPPURA GP
THIRUVEGAPPURA GP 2025- 26 CONSTRUCTION OF MANJAMBRA ROAD BRIDGE -PRO NO.103/2025-26
2025_LSGD_784142_1
AE/LSGD/TVPGP-04/2025-26(1)
Open Tender
Civil Works - Bridges
Item Rate
300 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
9 Dec 2025
11 Aug 2025
3 Sept 2025
11 Aug 2025
1 Sept 2025
11 Aug 2025
Amount
Appendix.-1. Bridge construction
2.5.1.B:Dismantling of Structures 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. (I) By Manual Means (B) Cement Concrete
OD14888/2025-2026:Modified Data (DAR-2.6.1)-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil
OD14890/2025-2026:Modified Data (DAR-2.8.1)-Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
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
12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
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)
OD14833/2025-2026:PVC WEEP HOLES-Providing weep holes using 75mm dia PVCpipes working pressure 4kg/sqcm including cost of materilas
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
10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
OD14998/2025-2026: Modified Data-50.2.26.1 (OD-2018)-Filling with available excavated earth (excluding rock) 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.
OD15140/2025-2026: (OD From DAR 60.5.2 ) DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
OD14834/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,levels, including lettering & fixing
Appendix-2 . Approach Road Side Wall
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
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
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
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
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD14895/2025-2026:PVC WEEP HOLES-Providing weep holes using 75mm dia PVCpipes working pressure 4kg/sqcm including cost of materilas
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
10.7:Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
OD15145/2025-2026: Modified Data-50.2.26.1 (OD-2018)-Filling with available excavated earth (excluding rock) 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.
Appendix-3. Approach Road Concrete
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.
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
VISHNUJITH.M (BID ID -2301443)
MOHAMMED MUSTHAFA P. (BID ID -2312718)
Bidder Name
AMEERALI P
MOHAMMED MUSTHAFA P.
VISHNUJITH.M
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