LRRP-2024-25, ELATHUR LAC, SL.NO.2711 G.O.(MS) No. 14/2025/LSGD dt TVM 2 0 . 0 1 . 2 5 - P A L A M T H A L A K K A L VELLAMKOOR ROAD DRAINAGE CUM R O A D W A R D - 5 , K O Z H I K O D E CORPORATION, KOZHIKODE DISTRICTGeneral Civil Work

Amount

drainage cum footpath

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.

OD437052/2024-2025: Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

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 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (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)

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

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. <br>(ii) Using Gravel mix soil.

OD436994/2024-2025: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 by manual means on prepared surface, spreading in layers levelling the top at site and consolidation by ramming etc complete for improving the subgrade. (i) Using Gravel mix soil.

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)

OD437056/2024-2025:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

OD460279/2024-2025:Providing and fixingof direction and place identification retro- reflectorized sign with 7 yearswarranty manufactured as per IRC :67 made of type IV micro prismatic gradesheeting fixed over aluminium sheeting , 2mm thick/ aluminium compositematerial sheeting 4mm thick with area not exceeding 0.90 sqm , with suitableback supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mmNB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properlydesigned foundation with M 15 grade cement concrete min size 40x40x60cm . 60cmbelow ground level including painting all exposed surface with two coat epoxypainting over epoxy primer and as per approved drawing and class 801 includingLettering Symbols etc. (Derived from MORD spec 10.3.A.2) As per order noLSGD/PD/31595/2024-DB4 DATED:31/01/25

PADMAKSHAN THATTARAKKAL (BID ID -2122395)

JITHESH.M (BID ID -2122311)

Bidder Name

JITHESH.M

PADMAKSHAN THATTARAKKAL

RAVI K