Tender For Lrrp-Lrrp 2024-25.Mavelikkara Lac .Si No.2927.Manalil Nadalil Mukku Kaleekaleth Paadam Road In Mavelikkara Thekkekkara Grama Panchayath.Alappuzha Dist Panchayath.-Si No.2927.-General Civil Work - Road Construction 2 Od302515/2024-2025:Surface, mavelikara-Kerala

Tender For Lrrp-Lrrp 2024-25.Mavelikkara Lac .Si No.2927.Manalil Nadalil Mukku Kaleekaleth Paadam Road In Mavelikkara Thekkekkara Grama Panchayath.Alappuzha Dist Panchayath.-Si No.2927.-General Civil Work - Road Construction 2 OD302515/2024-2025:Surface dressing of the ground including removing of vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 m and lift up to 1.50m in all kinds of soil 3 OD302516/2024-2025::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 spreding in uniform layers with motor grader on prepared surface,mixing in place method with rotavator at once and compacting with smooth wheel roller to achieve the density compete as per Clause 401.4 as per Technical Specification Clause 408 (ii) Using Gravel mix soil. (Quarry muck) 4 OD415663/2024-2025:Construction of Subgrade and Earthen Shoulders - Construction of sub grade and earthen shoulders with approved materials material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement with lead up to 1000 mas per Technical Specification Clause303.1 (With Roller) 5 14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 6 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) 7 11.1.1.1:Excavation for StructuresEarthwork 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 8 OD415756/2024-2025: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 9 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) 10 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 11 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 12 OD450404/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRTH spec 10.3.A.2 ) 13 RETAINING WALL 14 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry 15 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth 16 75.7.1:DRY RUBBLE MASONRYwith hard stone, including 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. 17 OD411239/2024-2025:DRY RUBBLE MASONRYwith departmental 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. 18 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

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	27-03-2025	date extenson	Date	29-03-2025

INR 2760 /-

INR 12.70 Lakhs /-