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Tender For Special Repair To Roads At Certain Places At Ins Hamla, hamla-Maharashtra

Military Engineer Services has published Tender For Special Repair To Roads At Certain Places At Ins Hamla. Submission Date for this Tender is 02-07-2025. Road Work Tenders in hamla Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

49503840
Tender For Special Repair To Roads At Certain Places At Ins Hamla
Tender
Indian
Maharashtra
Hamla
02-07-2025

Tender Documents

Tender Details

Tender For Special Repair To Roads At Certain Places At Ins Hamla; 1 Demolition of cement concrete in ground floor / paving not exceeding 15Cm thick below or above GL unreinforced complete all as specified . 2 Deemolition Brickwork or stone/boulder masonry, laid dry 3 M &L Cement concrete Type D-2 1:4:8 using 40 mm gradedstone aggregate) as in foundations,filling and mass concrete all as specified and directed. 4 Rendering 20mm thick in (1:4) cm (in two coats (15+5mm) with both coats mixed withliquid water proofing compound, surface finished even and fair without using extra cement complete all as specified and directed. ( Note : WPC will be measured separately). 5 M&L Pre-cast cement concrete block masonry type C2 1:3:6 cement mortar using (20 mm graded aggregate)with solid blocks, exc. 10 cm in width and setting in mortar,complete all as specified and directed. 6 M&L Hard core, broken to gauge n exc 63 mm all as specified and directed. 7 M&L for providing, cement concrete Type C11:3:6 using (20 mm graded aggregate )as in lintels upto1.5m clearspan,cills,steps; seismicand other similar bands, plinth courses, string courses, lacing courses, parapets andrailings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not providedfor in Item 04028, watertroughs and the like includingweathering,slightly roundedor chamfered angles andthroating, as directed in coping of retainin wall all as specified and directed 8 M&L Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre,thickness of concrete 25 cm or less complete all as specified and directed. 9 Rolling and consolidated formation surfaces with 8 to 12 ton Road Rooler 10 M&L Cement concreate type B-2 ,1:2:4 (using 40 mm, graded stone aggregate ) 100 mm thicklaying in floor / paving and spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is greenand using requireform workcomplete all as specified and directed. 11 M&L Forming 12mm thick Expansion joints filled with pre-formed bituminous fillerand top 30mm primed andsealed with sealing compound,Grade ‘A’ allfor 100 mm thick pcc slab as specified and directed. 12 M&L Cement concreate type D-2 ,1 : 4 : 8 (using 40 mm, graded stone aggregate75 mm thicklaying in floor / paving complete all as specified and directed. 13 M&L sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. 14 Chequered cement concrete tile 20CM x 20CM x 25mm thick with grey cement and pigment set, jointed and pointed in neat cement slurry in floors over and including cement mortar bedding 20mm thick in CM 1 : 4, 20mm thick complete all as specified and directed.. 15 M&Lfor Machine pressed precast concrete inter locking paver blocks of any shape andsize conforming to IS 15658- 2006of 60 mm thick M-35 grade with grey cement andpigment with glosey finish andincluding removing the existing paver blockscomplete all as specified and directed.. 16 M & L for repairsto potholes any depth, not exc 1sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed. 17 M&L for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed. 18 Scarifying and picking gravelled macadam or biltuminous macadam surfacesin areaexc 400 Sqm, exc 50 mm deep and not exc100mm deep complete all as specified and as directed by Engineer-in-charge 19 M&L for applying evenly a tack coat with paving bitumen of VG-30 grade @ 5 Kg per 10 Sqm with pressure sprayer over existing black top surface etc complete all as specified and directed. 20 M&L for premix bituminous macadam (BM) (consolidated thickness 75mm or less) with 4% binder content (paving bitumen of grade VG-30) by weight of total mix prepared in hot mix plant, laying of mix with self propelled mechanical paver,duly rolled and compacted to required camber and gradient with 08 to 12 tonne power roller and vibrating roller etc complete all as specified and directed. Notes: The contractors quoted rates shall also be deemed to include the following elements: (i)The contractor shall get the mix design done through Govt. approved Lab and the same shall be got approved from the GE before providing BM. (ii)In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.32 per Kg 21 M&L for applying evenly a tack coat with paving bitumen of VG-30 grade @ 10 Kg per 10 Sqm with pressure sprayer over unsurfaced WBM etc complete all as specified and directed. 22 M&L for Bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content (paving bitumen of VG-30 grade)by weight of total mix prepared in hot mix plant, laying of mix with self propelled mechanical paver, the surfaces rolled and compacted to required camber and gradient with 08 to 12 tonne power roller andtandem vibrating roller etc complete all as specified and directed. Notes: The contractors quoted rates shall also be deemed to include the following elements: (i)The contractor shall get the mix design done through Govt. approved Lab and the same shall be got approved from the GE before providing SDAC. (ii)In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted @ Rs.32 per Kg . 23 M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified anddirected., complete all as specified & directed. 24 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), includingmaking drainage opening wherever required complete.complete all as specified and directed. 25 M&L preparation of new concrete surfaces, andapplying two coats of synthetic enamel pain over one coat of primer etc , complete all as specified and directed. 26 M&L preparation of old concrete surfaces, and applying one coat of synthetic enamel paint, complete all as specified and directed. 27 Exavating intrenches in soft/ loosesoil n. exe 1.5 m wide and n. exe 1.5 m in depth, for foundation etc or for shafts, wells, cess pits, man holes, pier holes etc n exe 10 sq m on plan n exe 1.5 m depth and getting out complete all as specified and directed 28 M & L for cement concrete 1:4:8 type D-2, using 40 mm graded stone aggregate as in foundation complete all as specified and directed. 29 S/F 300 mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars 30 M&L for cement concrete 1:3:6, type C2 using 40 mm graded stone aggregate in Cement concrete in drain pipes of 300 mm boreincludingpacking under and haunching against the sides of pipes after they are laid and tested complete all as specfied and directed 31 M & L for brick work in sub class B Bricks old size, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4, complete all as specified and directed. 32 M & L for cement concrete 1:4:8 type D-2, using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed. 33 Rendering 10mm thick in (1:4) cmcompound, surface finished even and fair without using extra cement complete all as specified and directed. 34 Dismantlingcat eye anddealineator any descriptioncomplete as per specification and direction of Engineer-in-charge. 35 S&F for Supply and fix 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. all as specified and directed 36 Supply and fixing 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. 37 S&F in replacementconvex mirror made of polycarbonate of size 80cm dia (Make : Sun eyes Cat No SE-207 or equivalent as approved by the GE) complete including MS pipe, medium grade, 32 mm bore, 2.00metre high (duly painting of external steel surfaces with 2 coats of synthetic enamel paint over 1 coat of red oxide primer) with suitable fixing accessories such as nuts, bolts, washers etc and inserted in PCC 1:2:4 type B-1 (using 20mm graded aggregate) block of size 300mm x 300mm x 500mm with necessary excavation and disposal of soil as per site requirement, complete all as specified and directed. 38 S&F Supply and fixing metal tubular dealineator 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 directed complete all as specified and directed, Make : Dark Eye Guide post Cat No. Da 74 or equivalent as approved by the GE. 39 Dismantlingsign boards any description complete as per specification and direction of Engineer-in-charge. 40 Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white orother colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT0x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 41 Manufacturing, supplying and fixing retro reflective Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mmat the bottom end and including making holesin pipes, angles flats, providing & fixing M.S.message plate of required size, steel work to bepainted with two or more coats of synthetic enamel paint of required shade and of approvedbrand & manufacture over priming coat of zincchromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 42 Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heatctivated retroreflective sheeting conforming to type - III of ASTMD- 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to beincludes the cost . 43 Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed

Key Value

Document Fees
INR 1000 /-
EMD
INR 141250.0 /-
Tender Value
INR 77.50 Lakhs /-

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