Repair Maintenance Of Chs Installation, Hard Standing, Fencing Sheds And Gates At Nimu And Nurla Mil Stn Under Age ( I ) Nimu
Tender Overview
Project Description
Repair Maintenance Of Chs Installation, Hard Standing, Fencing Sheds And Gates At Nimu And Nurla Mil Stn Under Age ( I ) Nimu
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Jun-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 09-Jun-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantlingof plain or corrugated steel sheeting any gauge, thickness, including Nainital or similar pattern roof coverings, complete all as specified and directed by Engr-in-Charge. |
| 2 | S&Fin repairs Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of specified colour having tensile strength of 550 Mpa as in roof overing/ cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge. |
| 3 | S&F in repairs Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge. |
| 4 | Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed by Engr-in-Charge. |
| 5 | S&F in repairs of steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed by Engr-in-Charge. |
| 6 | Demolition of RCC of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr-in-Charge. |
| 7 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth in hard/ dense soil 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 complete all as specified and directed by Engr-in-Charge. |
| 8 | M&L Cement concrete type D2 1:4:8 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 9 | S&F mild steel TMT bars 10mm 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 0.9mm dia or securing with clipscomplete all as specified and as directed by Engr-in-Charge. |
| 10 | S&F mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders , 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 0.9mm dia or securing with clips complete all as specified and as directed by Engr-in-Charge. |
| 11 | M & L RCC 1:2:4 (Nominal Mix(20mm graded crushed stone agg)as in foundations, indl rafts, footing foundation beams, plinth beams bases for columns, etc: basement slabs, under reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 12 | M & L RCC 1:2:4 ( Nominalmix )(12.50mm graded crushed stone agg)as in columns, pillars, postscomplete all as specified and directed by Engr-in-Charge. |
| 13 | Use and waste of formwork (square, rectangular or polygonal) 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 surface complete all as specified and as directed by Engr-in-Charge. |
| 14 | Use & waste of Formwork (square, reactangular or polygonal ) to sides ofpillars/ columns for rough finished surface complete all as specified and as directed by Engr-in-Charge. |
| 15 | M&L for Rendering 5mm thick on fair faces of RCC or concrete surfaces in cement mortar (1:4) and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. |
| 16 | M&L preparing new plastered surfaces of walls and applying two coats of cement base paint over a coat ofprimer complete all as specified and directed by Engr-in-Charge. |
| 17 | M&L for Cement Concrete , 1:2:4, type B1 (20mm graded aggregate) as in lintel upto 1.50 m span, cills, steps, seismic and other silmilar bands, plinth courses, sring courses,lacing courses, parapets and railings upt 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troghs and the like including weathering, slightly rounded or camphered angles and throating,complete all as specified and as directed by Engr-in-Charge. |
| 18 | S & F in repair of structural framed steel work, Fe-410-W (Gde-E-250) quality B as in Gates, with gusset plates,grill for window complete drilled for fixing of steel sheeting or other covering etc to be prepared for hanging or sliding with and including either hooks and hinges or steel handing door fittings (Exclusive or steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete all as specified and as directed by Engr-in-Charge. |
| 19 | M&L painting onsteel surface over 10 cm width or girth including preparation of new or previously untreated surface and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engr-in-Charge. |
| 20 | Returning , filling in , incl spreading , levelling, watering and well ramming in layers n. exc 25 cm in hard/ dense soil complete all as specified and directed by Engr-in-Charge. |
| 21 | Removal of excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 22 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engr-in-Charge. |
| 23 | M&L for Pre-Castcement concrete block masonary type C1 1:3:6 (20mm graded crushed stone aggregate ) with solid block exc 10cm in width and set in Cement Mortar (1:4) complete all as specified and directed by Engr-in-Charge. |
| 24 | M&L for Rendering 10mm thick on fair faces of brickwork or concrete surfaces in cement mortar (1:6) and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. |
| 25 | M&L for Rendering 15mm thick on fair faces of brickwork or concrete surfaces in cement mortar (1:4) with WPC and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.Note : WPC will be measured and paid separately. |
| 26 | M&L preparing new plastered surfaces and applying two coat of distemper oil emulsion over one coat of primeron walls complete all as specified and directed by Engr-in-charge. |
| 27 | M&L preparing new plastered surfaces and applying two coat of cement base paint over a coat of primer on walls complete all as specified and directed by Engr-in-charge. |
| 28 | Dismantling fencing wire mesh, any type complete all as specified and directed by Engr-in-Charge. |
| 29 | Supplyand fixing in repair of MS galvnised steel wire of mesh (100x100) and size of wire thickness 3-4mmsize or type made up into matteress or cages,lapped wired and laid in position including closing after filling including fixing to steel post by welding etc all as specified and directedby Engr-in-Charge. |
| 30 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground (Posts embedded in natural ground) complete all as specified and directed by Engr-in-Charge. |
| 31 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground.(Posts embedded in concrete, brick work, masonry etc) complete all as specified and directed by Engr-in-Charge. |
| 32 | Exavation in post holes in hard/dence soil (for similar holes) each n.exc 0.5 cum, getting out, returning,filling in and remming each of broken rubble mixed with earth aroundin layers not exc 25cm, watering, and removing surplus soil to a distance n.exc50m and making good surface complete all as specified and as directed by Engr-in-Charge. |
| 33 | Cement concretePCC 1:2:4 type B2 (40mm graded crushed stone aggregate) as in fdn/ sub base of posts all spd and directed complete all as specified and directed by Engr-in-Charge. |
| 34 | S&F in repair mild steel work in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming toFe-290 Gde E-165 complete all as specified and directed by Engr-in-Charge. |
| 35 | S&F in repair of mild steel tie bars with screwed ends, nuts, washers and mild steel plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe 290 Gde-E-165 complete all as specified and directed by Engr-in-Charge. |
| 36 | Supply and fixing in repairs of mild steel round bars 10 mm dia and over,cut to length , bent to shape required including cranking , bending spirally for hooping for columns, hooking ends, binding with and including mild steel wire ( annealed ) not less than 0.9mm dia ,or securing with clips of Fe-410W(Gde.E250) quality -A or Fe290(Gde-E-165) complete all as specified and directed by Engr-in-Charge. |
| 37 | M&L for prepration of new or priviously untreated steel surface n.exc. 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed by Engr-in-Charge. |
| 38 | M&L for prepration of new or priviously untreated steel surface over 10 cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer including filling with filler complete all as specified and directed by Engr-in-Charge. |
| 39 | M&L for preparing surfaces of wood and wood based materials, steel and iron work, new or old, of any description and girth, not otherwise described, and treated with tar or coal tar black paint treating ends of posts, backs of chowkats, etc., area tarred exc 0.1 sq. m but n exc 0.5 sqm each complete all as specified and directed by Engr-in-Charge. |
| 40 | Excavation over areas n exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed by Engr-n-Charge. |
| 41 | M&L for stone masonry walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, bulit in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge. |
| 42 | M&L in repair of rolling shuters any size and type including greesing ,welding ,smoothing the movement ,locking system,bearing,over all maintanence complete all as specified and directed by Engr-in-Charge. |
| 43 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness un-reinforced (below or above ground level)complete all as specified and directed by Engr-in-Charge. |
| 44 | M&L in repair of 75mm thicknessPCC 1:3:6 type C-2as inplinth protection and paving, complete all as specified and directed by Engr-in-Charge. |
| 45 | Demolition of concrete (PCC) of any description and in any position not otherwise specifically provided for Cement concrete (unreinforced) complete all as specified and directed by Engr-in-Charge. |
| 46 | M & L in repair of 75mm thick Cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in fdn and subbase to received top layer complete allas specified and as directed by Engr-in-Charge. |
| 47 | M&L for 25 mm thick sand filling (crushed sand) under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge. |
| 48 | M&L for Machine pressed precast conctete interlocking paver block 60mm thick any shape and sizeconfirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment complete all as specified and directed by Engr-n-Charge. |
| 49 | Credit Note:- The accepted amount will arrived after deducting the sch of credit i.e. 60,156.00 as tender page number 31. |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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