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| Sl No | Description | Qty | Unit | subesh L1 | SAJAR A L2 |
|---|---|---|---|---|---|
| 1.00Culvert | |||||
| 1.00 | 2.5.1.C: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 (C) Reinforced Cement Concrete | 1.2 | cum | 2,899.42 ₹3,479.3 Lowest | 3,015.87 ₹3,619.04 |
| 1.00 | 2.5.2.A: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.(II) By Mechanical Means (A) Cement Concrete | 8.5 | cum | 683.26 ₹5,807.71 Lowest | 710.71 ₹6,041.04 |
| 1.00 | 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. | 283.97 | cum | 62.58 ₹17,770.72 Lowest | 65.09 ₹18,483.48 |
| 1.00 | OD280205/2024-2025:Pumping or Bailing out water and removing slush etc by using Pump set including cost of labour ,oil, hire charges of pump set etc. complete . | 20 | hour | 280.03 ₹5,600.6 Lowest | 291.27 ₹5,825.4 |
| 1.00 | OD280207/2024-2025:Putting up Ring Bund with earth filled gunny bags of top width 1.00 M bottom width 2.00M height 2.00M side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc. complete | 10 | metre | 1,638.76 ₹16,387.6 Lowest | 1,704.58 ₹17,045.8 |
| 1.01 | 14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 10.5 | cum | 2,498.65 ₹26,235.83 Lowest | 2,599.01 ₹27,289.61 |
| 1.01 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 10 | no | 158.12 ₹1,581.2 Lowest | 164.47 ₹1,644.7 |
| 1.01 | 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 | 12.74 | cum | 7,614.26 ₹96,990.44 Lowest | 7,920.09 ₹1,00,886.11 |
| 1.01 | 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) | 55.52 | cum | 7,442.75 ₹4,13,206.59 Lowest | 7,741.69 ₹4,29,803.15 |
Tender Value
₹10.2 L
EMD Value
₹25,419
Closing Date
8 Feb 2025, 9:00 amClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MANANTHAVADY MUNICIPALITY
PRO NO 215-24-25-MANKOTTIL CULVERT CONSTRUCTION
2025_LSGD_732077_58
TN/2/2024
Open Tender
Civil Works - Roads
Item Rate
MANANTHAVADY
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹25,419
Yes
3 Dec 2025
1 Feb 2025
9 Feb 2025
1 Feb 2025
8 Feb 2025
1 Feb 2025
Amount
Culvert
2.5.1.C: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 (C) Reinforced Cement Concrete
2.5.2.A: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.(II) By Mechanical Means (A) Cement Concrete
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.
OD280205/2024-2025:Pumping or Bailing out water and removing slush etc by using Pump set including cost of labour ,oil, hire charges of pump set etc. complete .
OD280207/2024-2025:Putting up Ring Bund with earth filled gunny bags of top width 1.00 M bottom width 2.00M height 2.00M side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc. complete
14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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)
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
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
OD402945/2024-2025:Filling with contractor's own 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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD280206/2024-2025:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mmthick supported on 2 nos GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular
side protection approach road
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.
OD401639/2024-2025:DRY RUBBLE MASONRY with hard stone, WITHOUT 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.
OD401642/2024-2025:Providing concrete for reinforced concrete in MIDDLE BELT for DR Retaining Walls complete as per drawing and direction of Engineer-in-Charge. R.C.C grade M 20, nominal mix 1:2:4 (11.4.4 Modified)
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
OD401644/2024-2025:Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as per drawings and direction of Engineer-in-Charge. P.C.C grade M 10, Nominal mix 1:3:6
OD401645/2024-2025:Filling with contractor's own 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
OD402966/2024-2025: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 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. <br>(ii) Using Gravel mix soil.(Without Roller Compacting)
SAJAR A (BID ID -2093105)
Bidder Name
SAJAR A
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