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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.8 LAccepted-AOC | 1 | Accepted-AOC Single tender in the second time tender process |
Tender Value
₹8.3 L
EMD Value
₹20,739
Closing Date
21 Mar 2023, 5:00 pmClosed
Assistant Engineer
O/O Assistant Engineer, LID and EW Section Vechoor GP
Formation and concrete work for S.B.T - Vallakkulam road-General Civil Work-2022-23
2023_LSGD_565832_1
ET7/AE/LID and EW/VCHR/2022-23/CMLRRP
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottayam
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,830
₹20,739
20 Apr 2023
13 Mar 2023
25 Mar 2023
13 Mar 2023
21 Mar 2023
13 Mar 2023
Amount
1. Appendix A: ROAD FORMATION AND CONCRETE WORK
2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle
2.3.A.3:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps <br> Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.<br> A.Lead upto 100 m <br> (iii) Girth above 900 mm to 1800 mm
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD390090/2022-2023:DRM / Dry Rubble Masonry for substructure complete as per drawing and technical specification clauses 702, 704,1202 and 1204 : (DAR 60.7.1 Modified to MoRD Items)
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction 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
OD387490/2022-2023:Granular sub-base/base/surface course with local materials ( QUARRY MUCK) (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 and compacting by three wheel 80-100 KN static roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Quarry waste (with power roller) (MORD)
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)
10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman
10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2 Appendix B : CROSS DRAIN WORK
19.35.1:Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot 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 RCC pipes.
Bidder Name
Devi Constructions
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