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Tender For Repair, Maintenance And Replacement To Road And Road Furniture Of Certain Unit At Dronachal Under Ge Dronachal, Bhopal-Madhya Pradesh

Military Engineer Services-MES has published Tender For Repair, Maintenance And Replacement To Road And Road Furniture Of Certain Unit At Dronachal Under Ge Dronachal. Submission Date for this Tender is 03-06-2024. Road furniture Tenders in Bhopal Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43348749
Corrigendum : Tender For Repair, Maintenance And Replacement To Road And Road Furniture Of Certain Unit At Dronachal Under Ge Dronachal
Open Tender
Indian
Madhya Pradesh
Bhopal
03-06-2024

Tender Details

Repair, Maintenance And Replacement To Road And Road Furniture Of Certain Unit At Dronachal Under Ge Dronachal

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 22-May-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 29-05-2024
2 29-May-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 03-06-2024

Key Value

Document Fees
INR 1000 /-
EMD
INR 144000.0 /-
Tender Value
INR 79.25 Lakhs /-

BOQ Items

Name of Work: REPAIR, MAINTENANCE AND REPLACEMENT TO ROAD AND ROAD FURNITURE OF CERTAIN UNIT AT DRONACHAL UNDER GE DRONACHAL
Sl. No. Item Description
1Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. complete all as specified and as directed.
2M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with cationic bitumen emulsion RS-1 grade at the rate of 5 kg per 10 sqm of surface complete all as specified and as directed.
3M & L for semi dense bituminous concrete 30 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of ?44 per kg.
4M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of ?44 per kg.
5Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed.
6Preparation of old concrete surfaces of any description exceeding 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed.
7Taking down keeping in safe custudy and re-fixing (after repair of road work) solar cat"s eyes/reflactive type cat"s eyes/delinators/convex mirror with post, etc withadhesive conforming to IS and as per procedure recommended by the manufacturer complete all as per direction of Engineer-in-charge.
8Supply and fixing, in repairs, Cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and as directed.
9Supply and fixing, in repairs, Solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and as directed.
10Supply and fixing, in repairs, metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti-theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and as directed.
11S & F, in repairs, road convex mirrors outdoor type made of one piece polycarbonate of size 1000 mm fitted on heavy duty ABS body with viewing angle 130 degree including provisioning and fixing to 2.40m heigh, 100mm bore, 2mm thick stainless steelpost including embedding 300 mm below ground level including excavation and PCC M15(Nominal Mix) with using 20 mm graded stone aggregate in foundation of size 400 mm X 400 mm X 400 mm and making good surface complete all as specified and as directed. complete all as specified and as directed.
12Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out in hard/ dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and as directed.
13M & L for cement concrete in foundation, filling and mass concrete in M15(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
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