Military Engineer Services-MES has published Provision Of Rcc Retaining Wall, Hard Standing, Provn Of Interlocking Path, Toe Wall, Flooring, And Provn Of Pvc Water Tank Over Steel Staging, Roof Treatment To Msq Under Ge Dssc Wellington.. Submission Date for this Tender is 18-06-2022. Wall construction Tenders in wellington Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-May-2022 | Revised BOQ 8245 | BOQ | 11-06-2022 |
| 2 | 11-Jun-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 18-06-2022 |
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil |
| 2 | Excavation in trenches n.exc 1.50 m wide and n.exc 1.50m in depth in foundation in hard/dense soil and getting out. |
| 3 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete |
| 4 | M&L Cement concrete type C-2, 1:3:6 (40mm graded aggregate) 75 mm thick as sub base of tiles |
| 5 | M&L pre-cast cement concrete block in cement concrete masonry1:3:6 type B-1 (using20 mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6, complete |
| 6 | Taking down cement plaster, any description, on brick or stone walls, etc. including raking out joints hacking for key, scrubbing down with water etc. complete all as specified and directed. |
| 7 | M&L Rendering 15 mm thick cement plaster 1:6, on stone masonry surfaces other than fair face of brick work or on one side lathing and finishing the surface even and smooth w/o using extra cement. |
| 8 | Preparation of newplastered or unplastered surfaces of walls and applying two coats of cement base paintwhite or tinted,complete all as specified and directed |
| 9 | Returning, filling in including spreading, leveling, watering and well ramming in layers n.exc 25 cm. |
| 10 | Removing excavated material exc. 50m and depositing where directed at a level n.exc 1.50 m above the starting point in soils. |
| 11 | M&L Hardcore of gauge n exc. 63mm (broken stone or boulders ), deposited, spread and leveled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and direction |
| 12 | M&L Chequerd cement concretecoloured tiles 300 x 300x 25 mm thick set jointed in neat cement slurry in floors with grey cement & pigment including 15 mm thick screed bed in cm 1:6 all as specified and directed |
| 13 | M&L for Machine pressed pre polished precast concrete interlocking rubber moulded paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade concrete with grey cement and pigment laids over and including 50mm thick sand compacted layer complete all as specified. |
| 14 | M&L for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in coping,cills, string courses, apex stone, bed plates, kerbs, bands, lintels n.exc 1.5m length etc including necessary form work, weathering, slightly rounded or chamfered angles and throating all as specified and directed |
| 15 | S&F Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat section) including distance pieces, cleats etc conforming to Fe 290 (Gde E-165) complete all as specified and directed by Engr-in-Charge. |
| 16 | S&F mild steel plain black sheet of 1.60mm thickness including welded or soldered joints are provided for fixing to stand complete all as specified and directed |
| 17 | Preparation of new steel surfaces of any description not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chromeprimer, complete all as specified and directed by Engr-in-charge. |
| 18 | M&L for 25mm thick PCC type B-0 1:2:4, using 12.5mm graded crushed stone aggregate as in flooring to receive tiles etc complete all as specified and directed |
| 19 | M&L for Non skid ceramic coloured tiles 7 to 8 mm thick (square / rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed or bedding layer of mortar in cement plaster 1:4 all as specified and directed. |
| 20 | All as per item No 19 above but in skirting/dado over 10 mm thick backing coatof cement plaster 1:4 all as specified and directed. |
| 21 | M&L for Precastreinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in cover slabs with plain fair faces including setting in CM 1:4 all as specified and as directed Note : Reinforced shall be measured and paid separately |
| 22 | Material and labour for TMT bars 10mm dia and overcut to length bent to shape required including cranking, hooking ends and binding with mild steel wire annealed not less than 0.9 mm dia all as specified and as directed. |
| 23 | Plain cement concrete, 1:3 :6 (Nominal Mix) type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels or drains etc, complete all as specified. |
| 24 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitered/stopped ends etcall as specified and as directed. |
| 25 | Excavating over areas by mechanical means (Hydraulic excavator), n.exc 1.5 m deep and getting out in hard/dense soilall as specified and as directed. |
| 26 | M&L for Reinforced cement concrete (design mix) M-25 using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and as directed. |
| 27 | M&L for Reinforced cement concrete (design mix) M-25 using 20 mm graded stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached plasters and buttressesall as specified and as directed. |
| 28 | M&L foruse and waste of timber as in formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, for rough finished surfaces of concrete flatall as specified and as directed. |
| 29 | M&L for use and waste of timber as in formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batter, for rough finished surfaces of concrete flatall as specified and as directed. |
| 30 | S & F Unplasticised PVC pipes 110mm bore of pressure rating 10 kgf/cm2 laid in trenches and as in weep holesall as specified and as directed. |
| 31 | S&F Hand packing broken stone boulders of gauge 40 to 80mm at back of walls over arches etc. and raising (or lowering) to the required levelall as specified and as directed. |
| 32 | Spreading and leveling with approved soil obtained from excavation in layers n exc. 25 cm thick, well ramming including watering as required for filling up the rear portion of wall all as specified and as directed. |
| 33 | Rough excavation not exceeding 1.5 m deep and getting out in hard/dense soil all as specified and as directed. |
| 34 | Removing excavated material exc. 1.50 Km but n exc. 5 Km and depositing where directed at a level not exceeding 1.5m from the starting point all as specified. |
| 35 | M&L for preparing new surfaces of walls and applying two coats of cement wash with Portland cement slurryto a smooth bodied opaque finish all as specified and as directed. |
| 36 | Demolition of RR Masonry wallof any description and in any position not otherwise specifically provided etc complete all as specified and as directed. |
| 37 | M&L for moorum / red bajri filling in floors or paving, laid in layers n exc. 15 cm thick, spread, leveled & rammed including wateringall as specified and as directed. |
| 38 | M&L for walling of random rubble un coursed well bonded bedded and solidly hearted built in cm 1:6 and pointed the dressed surface with same mortar as the work process all as specified and as directed. |
| 39 | M&L for cement concrete1:3:6 type C 1 using 20mm graded aggregate, as in coping includingnecessary form work all as specified and as directed. |
| 40 | Extra over stone walling forhammer dressing to faces stones and dressing of face of beds and joints as specified of random rubble walling un coursed or brought up to course with maximum depressionon face straight edge held against the dressing surface not exe 40mm all as specified and as directed. |
| 41 | Material and Labour for keyed pointing to random or polygonal rubble uncoursed or brought upto courses in CM (1:4) all as specified and as directed. |
| 42 | Material Labour for 110 mm dia PVC (SWR) pipes single socketted, in any length with rubber ring joints, laid in trenches or in floors all as specified and as directed. |
| 43 | Surfaces excavation n exc 30 cm deepand averaging 15cm deep andgetting out inhard/dense soil all as specified and as directed. |
| 44 | M&L For 75mm thick cement concrete 1:4:8 type D-2 Using 40mm graded stone aggregate for sub base of floors complete all as specified. |
| 45 | M & L for machine pressed pre polished precast concrete interlocking rubber moulded paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade concrete with gray cement and pigmentlaids over and including 50mm thick sand compacted layer all as specified and as directed. |
| 46 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. complete all as specified |
| 47 | M&L for APP modified water proofing membrane, 3mm thick and weighing not less than 3.6 kg/Sqm reinforced with non woven polyster matt black finished weighing not less than 100 gm/Sqm having softening point not less than 140 degree celsius longitudinal tensile strength not less than 300 N/Sqm side lap & end lap 15 cm over coat of bitumen primer @ 0.20 Kg/Sqm finishing with aluminium paint applied @ 0.10 kg/Sqm & finished complete all as specified and directed. |
| 48 | M&L for cement concrete 1:2:4 type B1 (20mm graded stoneaggregate) as in roof kerb, rounded or chamfered on edges,complete all as specified. |
| 49 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4finished even and fair complete all as specified and directed. |
| 50 | Taking up or down steel tubing and connections 20 mm bore, including cleaning for re-fixing or removal to store |
| 51 | M/L for tubes medium grade galvanised with all fittings and fixed complete to walls and ceiling 20 mm bore and connectionscomplete all as specifiedand as directed. |
| 52 | M&L for 20mm Gun-metal, globe or gate valves, with iron wheelhead, screwed both ends for iron pipe and fixed completeall as specified and directed. |
| 53 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for, all as specified and directed. |
| 54 | Separating, scraping, cleaning of reinforcement and removing the debris upto 1 KM from the site complete all as directed by Engr-in-charge (Demolished measured separately) |
| 55 | S&F Rotational moulded polythene water storage tanks, triple layered 1000 ltrs capacity (cylindrical vertical with closed top) hoisted and fixed in positioncomplete all as specifiedand as directed. |
| 56 | M&L Ball brassvalves (20 mm) high pressure with polythene float and fly nut complete, screwed for iron pipe or brass ferrule and fixed complete all as specifiedand as directed. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
