Military Engineer Services-MES has published Provn Of Lpg Cylinder Godwon With Allied Services At Military Station Sri Ganganagar Provn Of Lpg Cylinder Godwon With Allied Services At Military Station Sri Ganganagar. Submission Date for this Tender is 13-11-2021. Godown Tenders in GE Sri Ganganagar Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Nov-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 13-11-2021 |
| Sl. No. | Item Description |
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer - in - Charge |
| 2 | Returning filling in, including spreadinglevelling, wateringand well ramming in layers not exc. 25 cms thick in soft/ loose soil complete all as specified and directed by Engineer - in -Charge. |
| 3 | Surface dressing n. exc.15 cm deepin soft/loose soil complete all as specified and directed by Engineer-in-Charge . |
| 4 | Removing excavated material n. exc. 50 m & depositing where directed at a leveln. exc. 1.5 m above the starting point complete all as specified and directed by Engineer - in -Charge. |
| 5 | M&L for hard core (broken bricks) of gauge n. exc 63 mm, deposited spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surface using broken bricks complete all as specified and directed by Engineer - in -Charge. |
| 6 | M&L for PCC (1:4:8) type D-2, (40 mm gradedstone aggregate) as in foundation , filling and mass concrete complete all as specified and directed by Engineer - in -Charge |
| 7 | M&L for reinfocement cement concrete 1: 2:4 Type B-1 (Design mix M-25 ) (20mm gradedstone aggregate) as inFoundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer - in - Charge |
| 8 | M&L for reinfocement cement concrete 1: 2:4 Type B-1 (Design mix M-25 ) (20mm gradedstone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer - in - Charge |
| 9 | M&L for reinfocement cement concrete 1: 2:4 Type B-1 (Design mix) (20mm gradedstone aggregate) as inFoundations, footings,plinth beams;complete all as specified and directed by Engineer - in - Charge |
| 10 | M&L for 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 flat rough finished surfaces of concrete complete all as specified and directed by Engineer - in -Charge |
| 11 | M&L for formwork to to sides of pillars, posts, struts, piers, columns and stanchions including for edges rough finished surfaces of concrete complete all as specified and directed by Engineer - in -Charge |
| 12 | Damp proof course, 40 mm thick in PCC 1:2:4 type B-0 using 12.5 mm graded aggregate to horizontal or vertical surfaces including including mixed with water proofing compound as per manufacture instructions necessary formwork complete all as specified and directed by Engineer - in -Charge. Note:- Supply only WPC shall be measured and paid separtely |
| 13 | Supply only water proofing compound ISI markedcomplete all as specified and directed by Engineer - in -Charge.ely |
| 14 | S&F framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165complete all as specified and directed by Engineer - in -Charge. |
| 15 | S&F Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete gear operated type with bevel gear box and crank handlecomplete all as specified and directed by Engineer - in -Charge. |
| 16 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from basecomplete all as specified and directed by Engineer - in -Charge. |
| 17 | Rough excavation n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer - in - Charge |
| 18 | M&L TMT bars as in reinforcement10 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L TMT bar 8 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge. |
| 20 | M&L 50mm thick cement concrete flooring type B-1, 1:2:4 using 20 mm graded aggregateas in flooring finishing cement concrete surface even and smooth without using extra cementcomplete all as specified and directed by Engineer - in -Charge. |
| 21 | M&L75 mm thick cement concrete type D2, 1:4:8 (Using 40mm graded stone aggregate)filling sub base as in floors, sub floors, paving flooring etccompleteall as specified and directed by Engineer - in -Charge. |
| 22 | M&L 25mm thick cement concrete flooring type B0, 1:2:4 using 12.5 mm graded aggregate finished even and fair. completeall as specified and directed by Engineer - in -Charge. |
| 23 | M&L for sand filling (25mm thick) under floors or in foundations including watering and consolidation completeall as specified and directed by Engineer - in -Charge. |
| 24 | M&L Machine pressed precastrubber moulded concretecoloured interlocking paver block any shape and size confirming to IS 15468-2006 of 60 mm thickness with grey cement and pigmentM-35 Grade 20mm graded stone aggregate) completeall as specified and directed by Engineer - in -Charge. |
| 25 | M & L for 75mm thick cement concrete type C-1, 1:3:6 using 20mm graged aggregate as in plinth protection completeall as specified and directed by Engineer - in -Charge. |
| 26 | M&L brickwork with fly ash old size bricksstraight or curved on plan exc 6m meanradius, built in CM 1:6complete all as specified and directed by Engineer - in -Charge. |
| 27 | M&L 15mm thick rendering in CM 1:6 to brick/ concrete wall surfaces finishedeven & smooth w/o using extra cementcomplete all as specified and directed by Engineer - in -Charge. |
| 28 | M&L 15mm thick rendering in CM 1:4 to brick/ concrete wall surfaces finishedeven & smooth w/o using extra cementcomplete all as specified and directed by Engineer - in -Charge. |
| 29 | M&L 5mm thick rendering in CM 1:3 to brick/ concretesurfaces of ceilingssurface finishedeven & smooth w/o using extra cementcomplete all as specified and directed by Engineer - in -Charge. |
| 30 | M&L for preparation of newly plasered surfaces of walls and applying two coat of distemper oil emulsion over one coat of wall care putty as preparatory to distempering complete all as specified and directed by Engineer-in-Charge |
| 31 | M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint,over a coat of white wash complete all as specified and directed by Engineer-in-Charge. |
| 32 | M&L forpreparation of new plaster surfaces of ceiling and applying three coat of white wash complete all as specified and directed by Engineer-in-charge. |
| 33 | S&F stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples completeall as specified and directed by Engineer - in -Charge. |
| 34 | S&F 4mm sheet glass ordinary quality and glazing with oil putty in squaren. exc 0.5 sqm in each plane completeall as specified and directed by Engineer - in -Charge. |
| 35 | S&F steel windows with side hung shutters includinghinges with steel handle and steel peg stay, complete with glazing bars, devetailed or weldedcomplete all as specified and directed by Engineer - in -Charge. |
| 36 | S&F steel ventilators with centre hung shutter including two pairs of brass cup pivots, catch spring and pulley, wheelcomplete all as specified and directed by Engineer - in -Charge. |
| 37 | M&L for preparation of new steel surfacesover 10cm width or girthand applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer complete all as specified and directed by Engineer - in -Charge. |
| 38 | Note : Notes : (i) Amount ofcredit for retrieved materials is mentionedin Sch "A" Section-II of tender documents in pdf form which will be deducted while acceptance of tender offline. |
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