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Spl Repair Of External Perimeter Security Wall Between Gd Post No 06 To 08 Inside Cod Kanpur Spl Repair Of External Perimeter Security Wall Between Gd Post No 06 To 08 Inside Cod Kanpur, kanpur-Uttar Pradesh

Military Engineer Services-MES has published Spl Repair Of External Perimeter Security Wall Between Gd Post No 06 To 08 Inside Cod Kanpur Spl Repair Of External Perimeter Security Wall Between Gd Post No 06 To 08 Inside Cod Kanpur. Submission Date for this Tender is 10-02-2022. Wall construction Tenders in kanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

30831615
Corrigendum : Spl Repair Of External Perimeter Security Wall Between Gd Post No 06 To 08 Inside Cod Kanpur Spl Repair Of External Perimeter Security Wall Between Gd Post No 06 To 08 Inside Cod Kanpur
Open Tender
Indian
Uttar Pradesh
kanpur
10-02-2022

Tender Details

Spl Repair Of External Perimeter Security Wall Between Gd Post No 06 To 08 Inside Cod Kanpur Spl Repair Of External Perimeter Security Wall Between Gd Post No 06 To 08 Inside Cod Kanpur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 31-Jan-2022 OTHER CORRIGENDUM Other 03-02-2022
2 03-Feb-2022 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 10-02-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 95000.0 /-
Tender Value
INR 47.50 Lakhs /-

BOQ Items

Name of Work: SPL REPAIR OF EXTERNAL PERIMETER SECURITY WALL BETWEEN GD POST NO 06 TO 08INSIDE COD KANPUR
Sl. No. Item Description
1BnR Schedule
2Demolition of brick work built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facing etc including stacking the serviceable materials and disposal of unserviceable material, debris and disposal of rubbish outside MD land.complete all as specified and directed.
3Excavating in trenches, n. exc 1.5m wide and n exc 1.5m in depth for foundation etc or for shafts, wells, cesspits manholes pier holes, under ground cable/pole fondation/ water supply pipe lineand getting out in soft/loose soil including forming bottom surface to required level or slope complete all as specified and directed by Engineer-in- Charge.
4Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exc 25cm thick complete all as specified.
5Removal of excavated material(soil) n. exc 50mand depositing where directed at a level n exc 1.5 m above the starting pointcomplete all as specified and directed.
6M&L PCC (1:4:8) type D-2 using 40mmgraded stone aggregate as in fdn/mass concrete complete all as directed by Engineer –in-charge
7M & L use and waste of Formwork to sides of concrete foundation, 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 rough finished surfaceall as specified and directed..
8M & L use and waste of Formwork to sides ofroof, pillars, posts, struts, piers, columns and stanchions rough finished surfaces of conrete square, rectangular, polygaonal or flat surfaces of roof complete all as specified and directed.
9M & L use and waste of Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc rough finished surfaces of conrete flatcomplete all as specified and directed.
10M & L for mild steelTMT bars 10mm dia and overcut to length, bent to shape required, includingbinding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed..
11S&F mild steelTMT bars6 mm to 12 mm diacut to length, bent to shape required, including, rings cranking, stirrups, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed..
12M&L for Reinforced cement concrete M- 25(design mix) (20 mm graded stone aggregates) as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete all as specifiedand directed .
13M & L for Reinforced cement concrete M- 25 (design mix) (20 mm graded stone aggregate) as in columns, pillars, piers etcall asspecified and directed.
14M & L for Reinforced cement concrete M- 25(design mix) (20 mm graded stone aggregate) as in beams, cantilevers, lintel etcall as specified and directed.
15M&L for brick work with flyash bricks straight or curved on plan exc 6.0 m mean radius built in CM (1:4) complete all as specified and directed by Engineer-in-Charge..
16M&L broken glass coping in 30 mm thick cement mortar 1:3 on top of wall @14kg/Sqm complete all as specified and directed by Engineer-in-Charge..
17M&L for 15 mm thick rendering in cement mortar 1:4 on fair faces of concrete or brick work surface finished even and fair complete all as specified and directed.
18M&L for 15 mm thick rendering in cement mortar 1:4 on other than fair faces of concrete or brick work surface finished even and fair complete all as specified and directed.
19M&L two coat of cement base paint over a coat of cement primeron newly plastered surface on wall including preparation of surface complete all as specified and directed.
20Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good the disturbed surface complete all as specified and directed.
21S & F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed.
22S&F MS work as in post 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 ) inclu. all necessary drilling , bolting or riveting etc and similar work confirming to Fe-410-0 or Fe 310-0 complete all as specified.
23Supplied and fixed 110mm dia PVC(SWR) pipes single soketed in any length with rubber ring jointed laid in trenches/under floor complete all as specified
24M&L for preparation of new steel surfaces of any description exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coatred oxide primer complete all as specified and directed.
25Note for all items of BOQ: (a) Entire work listed in BOQ shall be executed in Restricted area. (b) No electricity will be provided by the department and contractor will make his own arrangement of Generator set for works for which electrcity be required such as welding , notching, cutting, grinding etc.
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