Tender For special Repair To Roof Treatment Of Bldg No 8(A), 8(B) And 8(C) At Aad Offrs Mess, 8 Parade Road, Construction Of Drainage System At Bldg No T-69 And T-71 (Old Echs Loc), Rc-Ii Echs, Provn Of Chequred Concrete Tiles At Bldg No T-67 (Single
Tender Overview
Project Description
Tender for special Repair To Roof Treatment Of Bldg No 8(A), 8(B) And 8(C) At Aad Offrs Mess, 8 Parade Road, Construction Of Drainage System At Bldg No T-69 And T-71 (Old Echs Loc), Rc-Ii Echs, Provn Of Chequred Concrete Tiles At Bldg No T-67 (Single Livving Accn) At Maude Line Of 5 Rajput And Iron Grill Doors And Iron Grill For Windows And Weather Shed For Parking At Awpo Area Of Age B/R-Ii Under Ge (East) Delhi Cantt-10
BOQ
| Sl. No. | Item Description |
| 1 | Taking down existing bitumen felt roof treatment/ mud phuska with any depth including cement mortar bedding or roof tile and cleaning the surface by brooming, wire brushing, removing grass and removing debris , grass etc outside the defence land complete all as specified and directed by Engineer-in-Charge. Note :- Rate of this item is inclusive of disconnect fitment of water tank /solar heater/ E&M installation & repair to tanks plateform etc and refixing in the same position after compeleting of roof treatment. |
| 2 | M&L for 40mm thick PCC (1:2:4) type B-1, using 20 mm graded mechanically crushed stone aggregates as in padding to roof to maintain the required slope and finished the surface even and smooth without using extra cement, complete all as specified and directed. |
| 3 | Material and labour for 10mm thick cement plaster in CM (1:4) mixed with WPC as per manufacturer’s instructions on concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. Note : WPC shall be measured and paid separately. |
| 4 | M&L water proofing treatment of roof consisting as under:- (a) Applying evenly a coat of bituminous primer conforming to IS-3384:1986 @ 0.30 litre/sqm including preparation of roof surfaces (b) Applying evenly a tack coat of industrial bitumen 85/25 @ 1.2 kg/Sqm on plaster surface all as specified.(c) A layer of 3mm thick APP polymeric membrane of weight not less than 3.60 kg/sqm, reinforced with polyester non-woven fabric (weight not less than 160gm/sqm), duly sealed at over laps & joints with end laps of the 10cm and side over laps of 7.5cm by flame (by torch application) all as per manufacturer’s instructions, complete all as specified and directed. |
| 5 | M&L Appling two coatS Bitumen water proofing aluminium heat resistance paint on the roof as per manufacture instructions complete all as specified and directed by Engr-in-Charge. |
| 6 | Supply only water proofing liquid compound, complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for complete removal of existing treatment upto plastered surfaces including preparation of old decorated surfaces of walls and cornices and applying two coats of exterior grade acrylic emulsion paint over one coat of exterior primer and 2mm thick putty, complete all as specified and directed by Engineer-in-Charge |
| 8 | S&F in repair Rotational moulded Polyethylene (HDPE) Water Storage Tank 500 LITRE Capacity (Cylindrical Vertical with Closed Top), Black or white in Colour, Three Layered Construction, hoisted and fixed in Position all specified in MES Schedule Part-I, including tank nipple, union and Lowering of unserviceable Water Storage Tank with Float Valve of any description & taking down old tank complete all as specified and directed by Engineer in charge. |
| 9 | S&F in repair Rotational moulded Polyethylene (HDPE) Water Storage Tank 1000 LITRE Capacity (Cylindrical Vertical with Closed Top), Black or white Colour, Three Layered Construction, hoisted and fixed in Position all specified in MES Schedule Part-I, including tank nipple, union and Lowering of unserviceable Water Storage Tank with Float Valve of any description & taking down old tank complete all as specified and directed by Engineer in charge. |
| 10 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth foundation and getting out in any type of soil, complete all as specified and directed. |
| 11 | Removing surplus excavated spoil to a distance not exc. 50m and depositing where directed at a level not exc 1.5m above the starting point complete. |
| 12 | Plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in foundation, mass corc. surface channels and drains complete, all as specified and directed. |
| 13 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. |
| 14 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including form, moulds, mitred/stopped ends etc complete all as specified & directed. |
| 15 | M & L Extra for forming fair finished drain or channel 61.1 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi-tred/ stopped ends etc. |
| 16 | S & F 300 mm Reinforced concrete pipes, Class NP2, laid and jointed complete with collers |
| 17 | M&L for brick work with sub class' B' bricks of old size, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, complete all as specified and as directed. |
| 18 | M & L rendering 10mm thick on brick wall or concrete surfaces in cement mortar 1:4 finished fair and even complete all as specified and as directed. |
| 19 | Providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps and other similar bands,plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings, kneelers, apex stone, bed plates and the like including weathering slightly rounded or chamfered angles and throating, all as specified and directed. |
| 20 | M&L for concrete bed to drain pipe 300mm dia using cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate, laid to falls including packing under and completely surrounding pipes witrh concrete after they are laid and tested |
| 21 | S & F MS frame work as in grills gratings, with ends of bars shouldered and /or riveted, or forged into spikes, framed guard bars and similar works confirming to Fe290 E-165, etc.all as specified and directed |
| 22 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard and dense soil, complete all as specified and as directed. |
| 23 | BLANK |
| 24 | M&L for Hardcore of gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick, watered and rammed to a tre surface, complete all as specified and as directed. |
| 25 | M&L 100 mm thick cement concreat type D2 (1:4:8) (using 40mm graded stone aggregate) as in sub base of path etc finished surface even and smooth w/o using extra cement as specified and directed. |
| 26 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 60mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engr-in-Charge. |
| 27 | M&L for pre polished coloured cement concrete chequred tile of approved quality size 300X300X25mm thick on floors over and including 15 mm thick screed bed CM 1:6, set and jointed in neat cement slurry and pointed with colour to match th tiles complete all as specified and directed. |
| 28 | M&L for brick work with sub class 'B' straight or curved on plan exc 6m mean radius and built in CM 1:4 complete all as specified and directed. |
| 29 | M&L 15mm thick rendering on fair faces of brick work surface in cement mortar (1:4) with using Water Proofing Liquid’. |
| 30 | M&L for preaparation of newly plastered surfaces of wall and applying two coats of Oil bound distemper over and including a coat primer complete all as specified and directed. |
| 31 | M&L Glazed ceramic tiles 300 x 600 x7mm on vertical surfaces of walls such as skirting dado etc and jointed in neat cement slurry and pointed in white cement to match laid over and including rendering/ backing coat 10mm thick backing coat in CM 1:4, complete all as specified and directed. |
| 32 | M&L Non skid ceramic coloured joint free tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 sqm, in floor etc set and jointed in neat cement slurry and pointed in coloured cement to match the colour of tiles,laid over and including cement screed bed 15mm thick in cement mortar (1:6) laying floor finish complete all as specified and directed. |
| 33 | S&F for powder coated Anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified |
| 34 | S&F for Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge. |
| 35 | S&F MS framed work as in door or gates of angle or other section with gusset plates,rail, braces,etc and similar work incl primer conforming to Fe 410w grade-250) quality 'B' complete all as specified and as directed. |
| 36 | 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 complete all as specified and directed. |
| 37 | M&L for preparation of new steel surfaces, painting two coats of synthetic enamel paints over a coat of red oxide primer exc 10cm width or girth complete all as specified and directed. |
| 38 | Preparation of old decorated internal wall surface by sand paper of required sizes, filling in wall care putty in potholes existing or created again sand papering thus prepairing surface smooth to receive and Applying two coats of oil bound distemper on wall surfaces complete all as specified and directed. (Note : Finishing coat to be applied with roller). Please Enable Macros to View BoQ information |
| 39 | Preparation of old decorated internal wall surface by sand paper of required sizes, filling in wall care putty in potholes existing or created again sand papering thus prepairing surface smooth to receive and Applying two coats of oil bound distemper on wall surfaces complete all as specified and directed. (Note : Finishing coat to be applied with roller). Please Enable Macros to View BoQ information |
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