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| Sl No | Description | Qty | Unit | Gafoor P L1 | Baby E J L2 |
|---|---|---|---|---|---|
| 1.00CC Drainage Construction(CH : 0/00 Onwards & Near Ele.Post No: K/MM 86) | |||||
| 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. | 18.15 | cum | 64.45 ₹1,169.57 Lowest | 66 ₹1,197.7 |
| 1.00 | 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 | 6.2 | cum | 769.56 ₹4,774.35 Lowest | 780 ₹4,839.12 |
| 1.00 | OD398072/2024-2025: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 on prepared surface, mixing by mix in place method with
rotavator at once and compacting with manually complete as per Clause 401.4 as per
Technical Specification Clause 408. <br>(ii) Using Gravel
mix soil. ( without Roller Compaction) | 2.33 | cum | 1,943.71 ₹4,523.01 Lowest | 1,950 ₹4,537.65 |
| 1.00 | OD389373/2024-2025:MoRD-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 (Excluding cost of Shuttering) | 4.65 | cum | 7,540.07 ₹35,083.95 Lowest | 7,550 ₹35,130.15 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 6.77 | cum | 7,665.05 ₹51,877.06 Lowest | 7,680 ₹51,978.24 |
| 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) | 0.7 | cum | 8,027.67 ₹5,659.51 Lowest | 8,050 ₹5,675.25 |
| 1.01 | OD389372/2024-2025:MoRD:Providing and fixing NAME BOARD fixed over MS sheeting 2mm thick suported on GI pipe 50mm dia firmly fixed to the ground by means of properly desiigned foundation with M-15 grade cement concrete 300x300x600mm, 600mm below ground level as per drawing and technical specification 400x450mm rectangular board | 1 | 1 nos | 2,750 ₹2,750 Lowest | 2,800 ₹2,800 |
Tender Value
Refer Docs
EMD Value
₹2,646
Closing Date
25 Aug 2025, 11:00 amClosed
ASSISTANT ENGINEER
LID AND EW SECTION THONDERNAD GRAMA PANCHAYATH
TNDGP 2025-26 PRJ.339/26-EXTENDING OF KATYERI CHAPPA ROAD DRAINAGE
2025_LSGD_784956_27
AE/TENDER/01A/2025-26/LSGD
Open Tender
Civil Works - Roads
Item Rate
180 days
THONDERNAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,646
Yes
16 Oct 2025
16 Aug 2025
26 Aug 2025
16 Aug 2025
25 Aug 2025
16 Aug 2025
Amount
CC Drainage Construction(CH : 0/00 Onwards & Near Ele.Post No: K/MM 86)
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.
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
OD398072/2024-2025: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 on prepared surface, mixing by mix in place method with rotavator at once and compacting with manually complete as per Clause 401.4 as per Technical Specification Clause 408. &amp;amp;lt;br&amp;amp;gt;(ii) Using Gravel mix soil. ( without Roller Compaction)
OD389373/2024-2025:MoRD-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 (Excluding cost of Shuttering)
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)
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)
OD389372/2024-2025:MoRD:Providing and fixing NAME BOARD fixed over MS sheeting 2mm thick suported on GI pipe 50mm dia firmly fixed to the ground by means of properly desiigned foundation with M-15 grade cement concrete 300x300x600mm, 600mm below ground level as per drawing and technical specification 400x450mm rectangular board
Baby E J (BID ID -2306301)
Bidder Name
Baby E J
Gafoor P
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