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Repair /Maintenance To Fencing , Compound Wall At 24Ed Af Station Manauri, Manauri, Allahabad-Uttar Pradesh

Military Engineer Services-MES has published Repair /Maintenance To Fencing , Compound Wall At 24Ed Af Station Manauri. Submission Date for this Tender is 14-03-2020. Wall construction Tenders in Manauri, Allahabad Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

23740430
Repair /Maintenance To Fencing , Compound Wall At 24Ed Af Station Manauri
Open Tender
Indian
Uttar Pradesh
Manauri, Allahabad
14-03-2020

Tender Details

Repair /Maintenance To Fencing , Compound Wall At 24Ed Af Station Manauri

Key Value

Document Fees
INR 500 /-
EMD
INR 16000.0 /-
Tender Value
INR 8 Lakhs /-

BOQ Items

Name of Work: Repair /maintenance to fencing, compound wall at 24ED AF Station Manauri.
Sl. No. Item Description Item Code / Make Quantity Units Per
1 1 Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete as specified & directed by Engineer-in-Charge. 50 Each
2 2 M&L for PCC1:3:6 type C-2 using 40mm graded stone aggregate , as in foundation,filling & mass concrete as in sub base to floor etc complete all as specified and directed by Engr-in-charge. 8 Cum
3 3 S&F mild steel angle iron 50x50x6mm thick as 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 Fe-290 Gde E-165 complete as specified & directed by Engineer-in-Charge. 600 Kg
4 4 M&L mild steel round bar 10 mm dia and over cut to length, bend to shape required, including cranking, bending, spirally for hooping for columns, hooking and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips conforming to Fe-410-W (Gde E-250) quality-A or Fe-290 (Gde-E-165) complete all as specified and directed by the Engineer-in-Charge 80 Kg
5 5 S & F mild steel round bar 6 to 8mm dia etc 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 complete all as specified and as directed. 40 Kg
6 6 M & L Mild steel screw bolts (diameter of neck 11 to 15mm) (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long complete all as specified and directed. 15 Kg
7 7 M & L applying two coats of synthetic enamel paint on new steel surfaces of any description over 10 cm width or girth over a coat of red oxide primer including preparation of surfaces complete all as specified and directed. 50 Sqm
8 8 M & L applying two coats of synthetic enamel paint on new steel surfaces of any description n exc 10 cm width or girth over a coat of red oxide primer including preparation of surfaces complete all as specified and directed. 10 10RM
9 9 S & F in repair chain link fencing MS galvanised, 3.14mm dia, 75x75mm mesh fixed to RCC post including securing or tying with GI MS wire, staples etc.complete all as specified and directed.\nNote :- Angle iron post, fillet and bolts for fixing chain link shall be measured and paid for separately under repective item of this schedule. \n 100 Sqm
10 10 S&F rolled mild steel framed work as in doors or gates of angle or other section conforming to Fe-410-W (E-250) quality-B 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 all as specified and directed. 1000 Kg
11 11 S & F 1.60mm thick mild steel plain, black sheet in chullah hood, covering to door shutters, ducts etc, cut to size, hole punched including fixing to M S Clamps with necessary bolts and nuts complete all as specified and directed. 40 Sqm
12 12 S&F in repair galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strainingbolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)etc complete all as specified and as directed. 30 Per 100 RM
13 13 M & L for preparation of new plastered surfaces on walls and applying two coats of cement base paint complete as specified & directed by Engineer-in-Charge. 500 Sqm
14 14 Demolition of Brick works, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and pre-cast concrete articles complete all as specified and directed 10 Cum
15 15 M & L brick work with sub class 'B' old size brick, designation 75, straight or curved on plan exc 6M mean radius built in cement mortar 1:6 complete all as specified and as directed. 5 Cum
16 16 M & L for brick work with subclass “B” [Except bricks] Old size bricks, straight or curved on plan exceeding 6 m mean radius built in cement sand mortar in 1:6 complete all as specified & directed.\nNote: Old Bricks shall be used obtained from serial Item No. 14 above. 5 Cum
17 17 M & L for rendering 15 mm thick on fair faces of brick walls or concrete surfaces in CM 1:4 finished even and smooth without using extra cementcomplete as specified & directed by Engineer-in-Charge. 500 Sqm
18 18 Taking down cement plaster on brick or stone surface of wall built in cement sand mortar including racking out joints, hacking for key, scrubbing down with water etc 300 Sqm
19 19 Demolition of Cement Concrete [Un-reinforced] in ground floors & paving not exceeding 15 cm thickness [below or above ground level] complete all as specified & directed. \nNote:- Thickness of floor shall be measured complete with thickness of interlocking tile & PCC base. 12 Cum
20 20 M&L for machine pressed precast concrete interlocking paver block with heavy duty designer pattern coloured any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 grade laid over 25mm thick sand cushioning including filling of joints with sand complete.\nNote :- (i) Quoted rate shall deem to be included cost of 25mm thick sand cushioned below paver and during compaction. \n(ii) Design and colour of paver block shall be as approved by AGE(I). 90 Sqm
21 21 S&F precast cement concrete louvres and jallies, 40mm thick (mea-sured solid), including all mouldings type B0 1:2:4 (12.5mm graded stone aggregate) set in cement mortar 1:6 complete including dismantling of existing old jalli or similar work as directed by Engineer in Charge. 350 Sqm
22 22 Note :- Credit shown in credit schedule of tender document shall be considered by the tenderer while quoting the rates of various items. The same shall be recovered from various payment to contractor before handing over old material. The contract amount shall be arrived at after deduction of Schedule of Credit from the total quoted amount in BOQ.
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