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Repair Maintenance To Swt Barbed Wire Chain Link Fencing Railing Brick Work Plinth Protection And Other Misc B R Work At Af Stn Sulur, GE AF SULUR-Tamil Nadu

Military Engineer Services-MES has published Repair Maintenance To Swt Barbed Wire Chain Link Fencing Railing Brick Work Plinth Protection And Other Misc B R Work At Af Stn Sulur. Submission Date for this Tender is 07-08-2020. Civil Work Tenders in GE AF SULUR Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

24865893
Corrigendum : Repair Maintenance To Swt Barbed Wire Chain Link Fencing Railing Brick Work Plinth Protection And Other Misc B R Work At Af Stn Sulur
Open Tender
Indian
Tamil Nadu
GE AF SULUR
07-08-2020

Tender Details

Repair Maintenance To Swt Barbed Wire Chain Link Fencing Railing Brick Work Plinth Protection And Other Misc B R Work At Af Stn Sulur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 24-Jul-2020 AMENDMENT Financial Bid 31-07-2020
2 31-Jul-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 07-08-2020

Key Value

Document Fees
INR 500 /-
EMD
INR 98000.0 /-
Tender Value
INR 49 Lakhs /-

BOQ Items

Name of Work: REPAIR MAINT TO SWT BARBED WIRE CHAIN LINK FENCING RAILING BRICK WORK PLINTH PROTECTION AND OTHER MISC B R WORK AT AF STN SULUR
Sl. No. Item Description Item Code / Make Quantity Units
1 1 SCHEDULE A
2 2 Dismantling fencing wire mesh, barbed wire any type and any size \nNote: The unit rate quoted is deemed to included for Removing of accumulated earth of any width and depth upto 15 cm cleaning/cutting the grass/ trimming down shurbs/ branches/ small trees with hand operated petrol/kerosene driven grass cutting machine and removing the grass waste around 3 m from fencing post to outside MD land 965 Sqm
3 3 Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil complete. 160 Each
4 4 Cement concrete type C-1, 1:3:6 (using 20mm graded crushed stone aggregate) as in foundation of fencing post, filling and mass concrete complete all as specified and directed. 16 Cum
5 5 PCC in foundation filling and mass concrete type D-2, 1:4:8, using 40mm graded aggregate complete all as specified and directed. 19.7 Cum
6 6 Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc as directed (each line of wire to be measured) 19.3 100 RM
7 7 Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, cesspits, manholes, pier holes, etc. and getting out in hard/dense soil complete all as specified and directed. 24.13 Cum
8 8 Precast cement concrete block masnory with solid blocks exc 10cm in width (using precast cement concrete 1:2:4 type B-1 and setting with mortar 1:4 complete all as specified and directed.\nNote :- The block should be full height and no cut pieces should be allowed. 5 Cum
9 9 Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other to be fitted with washers and one hexagonal or square nuts, n exc 5cm long diameter of neck 5 to 10mm including taking down existing one complete all as specified and directed. 96.5 Kg
10 10 Preparation of new steel surface of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete. 320 Sqm
11 11 Supply only 10mm dia round bars, cut to length ,hooking ends as in wooven/ straining bar(stiches through chain link fencing between post) 1190.81 Kg
12 12 Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete 250 Kg
13 13 Dismantling wrought iron or mild steel work of any description not other wise provided for all as directed 3.5 Qtl
14 14 Rolled Mild Steel work as in cover for SW tank including cleats, brackets, etc., two coats of synthetic enamel painting over a coat of primer complete all as specified and directed. 100 Kg
15 15 Welded steel wire fabric cut to length,bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members not excceding 4Kg/Sqm complete all as specified and directed. 320 Kg
16 16 75mm thick, plain cement concrete (1:3:6), type C-2 (using 40 mm graded mechanically crushed stone aggregates), as in Plinth protection/ Path including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/25 & two parts heated sand (by volume), surface finished even and smooth without using extra cement, including demolition of existing concrete and removal of debris out of MD land complete all as specified and as directed.\nNote :- The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12 mm. 400 Sqm
17 17 Providing precast cement concete 1:2:4 type B0 (12.5mm graded aggregate) Jalies, 45mm thick (measured solid) including all molding but excluding frame set in CM 1:6 all as specified and directed. 40 Sqm
18 18 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 to Fe-290 Gde E-165 including dismantling posts or struts (wood, steel or RCC) any section, complete all as specified and as directed.. 5790 Kg
19 19 Straining and fixing only chain link fencing including line wires, any mesh size and type of to any type of standards, rails, straining bolts etc inclunding provision 10mm dia MS bars as line wire welded to fencing posts and MS flat iron for fixing fencing wire mesh complete all as specified and directed.\nNote : Supply only 10mm dia round bars measured and paid vide item No 11. However, labour aspect is deemed to be included in this item. 965 Sqm
20 20 Supply only Chain link mesh and made of galvanised wire and shall confirm to IS 2712.2003 and having zinc coating of type heavy as laid down in IS 4826 including line wires/ binding wire etc fixed to any type of standards posts complete all as specified and directed.\nNote :- Weight of chain link fencing to be assesed by BOO order by the GE prior to execution. 3860 Kg
21 21 Reinforced Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work complete all as specified and directed. 0.25 Cum
22 22 Chequered cement concrete tiles 30cmx30cmx25mm thick machine pressed set jointed and pointed in neat cement slurry as in floors and cut and polished using gray cement and pigments over screed bed or bedding layer of mortar 15mm thick for laying floor finishes in cement mortar (1:4) including demolish existing tile complete all as specified and directed\nNote : The manufacturer's test certificate and individual test certificate for tiles must be submitted for approval by the concerned authority prior to installation/fixing. 500 Sqm
23 23 Galvanised steel punched type concertina coil 1050mm dia (dia of coil with unstreched) and streched for a length of 6mm while fixing and fixed to angle iron with 3.15mm dia GI wire, including dismanting existing one complete all as specified and as directed by Engineer-in-Charge.\nNote :- Weight of coil with 50 Turns and 129 nombers clip (15.2 Kg) 50 RM
24 24 Demolition of brick work masonry, built in cement mortar including all quoins, pillars etc., complete all as specified and directed. 85 Cum
25 25 Brickwork with fly ash’ bricks using with modular bricks, straight or curved on plan exc 6m mean radius built in cm 1:4 , complete all as specified and as directed 75 Cum
26 26 All as per item No 25 above but except bricks 10 Cum
27 27 Hardcore of gauge not exceeding 63 mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. 67.5 Cum
28 28 Demolition of cement concrete (reinforced) in of any description and in any position and removal of debris out of MD land complete all as specified and directed. 0.25 Cum
29 29 Removing spoil/silt type soil from the existng storm drain of any size and description by excavation and getting out including removing the lid and place the same after cleaning (if any) and removal of sludge/silt/soil to a distance exc 1.5 Km but n exc 5 Km and depositing where directed including repairing cracks in CM 1:3 where noticed in drain all as spd and directed\n(a) The unit reate is deemed to be included for removing of accumulated earth of any width and depth upto 15cm cleaning/cutting the grass with hand operated petrol/kerose ne driven grass cutting machine and removing the gras waste around 1m from both side of the drain to outside MD land \nNote :- Periodicity of cutting of grass shell be before commencement of work and after completion of repairs. 15 Cum
30 30 Rendering 15 mm thick in two layers on brick or concrete surfaces,first coat 10mm thick in cement mortar 1:6 and 2nd coat 5mm thick in cement mortar 1:4 mixed with water proofing compound as per manufacturer instructions finished even and smooth without using extra cement complete including removal of existing plaster and removal of debris all as specified and directed.\nNote: (a) Water proofing compound shall be measured and paid seperately.\n(b) The unit rate quoted is deemed to included for Removing of accumulated earth of any width and depth upto 15 cm cleaning/cutting the grass with hand operated petrol/kerosene driven grass cutting machine and removing the grass waste around 3 m from plinth protection to outside MD land Note: Periodicity of cutting of grass shall be before commencement of work and after completion of repairs. 634.5 Sqm
31 31 Applying two coats of cement based paint on newly plastered surfaces of walls including preparation of new surfaces complete all as specified and as directed 634.5 Sqm
32 32 Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size, polished confirming to IS-15658 of 80mm thickness M-40 grade, laid over and including M sand cushion of 50mm thick and packing the sides with PCC 1:3:6 complete all as specified and directed. \nNote : The Unit rate quoted is included for Demolition of Stone Slabs and tiles of any description or thickness in floors,aprons etc laid bedded and pointed in any mortar and removing of debris outside of MD land\nNote : The manufacturer's test certificate and individual test certificate for tiles must be submitted for approval by the concerned authority prior to installation/fixing. 450 Sqm
33 33 Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted , bolted or welded attachment.(Fe 410 -W (Gde- E-250) quality -A 150 Kg
34 34 Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, oulds, mitred/stopped ends 100 RM
35 35 100 mm thick Plain cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate ) as in sub base , fillng and mass concrete or as in receiving tiles/ surface channels and drains etc including demolition complete all as specified and directed. 500 Sqm
36 36 Framed work such as grills, gratings, angles 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 static water tanks and similar work con- forming to Fe.290.Gde-E-165 including dismantling/ taking down existing framed work and applying two coats of synthetic enamel paint including one coat of red oxide primer all as directed by Engineer-in-Charge. 206.94 Kg
37 37 Removing excavated material to a distance exc. 1.50km but n exc. 5km and depositing where directed 24.13 Cum
38 38 Reinforced concrete pipes, class NP2 200mm bore laid and jointed complete with collars in repairs. 10 RM
39 39 Broken glass coping on top of walls by fixing glass in CM 1:3\nNote : The quoted rates will be include for:-\n(a) 25mm layer of cement mortar glass (of bottle or thick glass) broken to approximately 63mm gauge, shall be firmly embedded at the rate of 10 Kg of glass per square metre of rendered surfaxce, jogged edges of the glass being left projecting.\n(b) Taking down existing glass from coping.\n(c) Scaffolding for execution of work and protective measures should be taken. 40 Sqm
40 40 Supply only water proofing compound 10 Ltr
41 41 High strength corrosion resistant deformed TMTsteel bar of grade Fe-500/500D , 5 mm dia to 10 mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips in stirrups , spacers and binders etc complete all as specified and directed. 2 Kg
42 42 High strength corrosion resistant deformed TMTsteel bar of grade Fe-500/500D , 6 mm dia to 8 mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. 10 Kg
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