Military Engineer Services-MES has published Repair To Roof , Ac Sheet And Other Connected B R Works In Otm Accn Of Sector A Of Age B R Ii North Under Ge N Ambala Cantt. Submission Date for this Tender is 09-01-2020. Civil Work Tenders in GE NORTH AMBALA CANTT Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Jan-2020 | Date corrigendum | Date | 09-01-2020 |
| Name of Work: REPAIR TO ROOF, AC SHEET & OTHER CONNECTED B/R WORKS IN OTM ACCN OF SECTOR ‘A’ OF AGE B/R-II (NORTH) UNDER GE (N) AMBALA CANTT | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | M&L, Brick work with sub class 'B' bricks , straight or curved on plan exc 6 m mean radius built in CM (1:4) including demolition etc complete all as specified and as directed by the Engineer-in-Charge. | 10 | CUM | |
| 2 | 1.02 | M&L reinforced cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate in Slabs supported on walls ,beams and columns in floors,roofs,chajjas landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and as directed by the Engineer-in-Charge (reinforcement to be measured separately).incuding demolition of RCC. | 3 | CUM | |
| 3 | 1.03 | M&L mild steel TMT bars 10 mm 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 0.9 mm dia complete all as specified and as directed by the Engineer-in-Charge. | 150 | KG | |
| 4 | 1.04 | M&L mild steel TMT bars 6 to 8mm mm dia 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 0.9 mm dia complete all as specified and as directed by the Engineer-in-Charge. | 70 | KG | |
| 5 | 1.05 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs landings and similar work n. exc. 200 mm thick (horizontal or sloping) and similar works rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. | 30 | SQM | |
| 6 | 1.06 | Formwork to edges of concrete flats,treads, breaks in floors, window cills, concrete railing, openings in cocretewall floor and roofs n exc. 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5 cm but n.exc. 10 cm wide rough finished surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge. | 40 | RM | |
| 7 | 1.07 | Demolition, Cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge. | 20 | CUM | |
| 8 | 1.08 | Material & Labour for providing cement concrete 1:2:4 Type B-0 using 12.5mm graded aggregate as in roof kerbs, mud stops , padding or filling roof depressions etc, complete all as specified and as directed by the Engineer-in-Charge. | 20 | CUM | |
| 9 | 1.09 | Rooftreat 1. Dismantling of brick tiles single layer laid on roofs etc complete all as specified and directed. 2. Demolition of mud in roof, any thickness, incl plastering and leeping 3. M & L cleaning of old concrete roof by roughening picking,sweeping clean and washing down with water to remove dust etc, complete 4.M & L for brushing neat cement slurry with 3.0 kg of cement per sq. metre 5. Material & Labour for cutting out cracks to V-section in existing roofs or terracing, cleaning out, wetting, grouting with cement and sand slurry 1:3, complete 6. Material & Labour for roof treatment on roof for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bitumious primer @ 0.40 ltr /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25'C temprature and viscosity 70-160 cps over the primer coat with overlap of 75mm at the at the side and 100mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc after preparing the surface complete as per standred practice as per manufacture's instructions . The vital physical and chemical parameters of the membrane shell be under ;- \n(i) Joint strength in longitudinal and transverse direction at 23'C at 650/ 450 N /5 cms \n(ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150'C when tested in accordance with ASTM (d-5147) \n(iii) The laying of membrane shell be got down through the authorised applicator of manufactures of membrane only complete all as specified and as directed by the Engineer-in-Charge. \n | 1200 | SQM | |
| 10 | 1.1 | M & L for 40mm thick brick tiles laid over and including 15mm thick screed bed of cement mortar (1:6) and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement etc complete all as specified and as directed by the Engineer-in-Charge. | 400 | SQM | |
| 11 | 1.11 | All as per item No 1.10 above but except tiles complete all as specified and as directed by the Engineer-in-Charge. | 500 | SQM | |
| 12 | 1.12 | M & L for cement concrete tiles 25cm x 25cm x 22mm thick, machine pressed, set jointed and pointed in neat cement slurry with grey cement and no pigments, in floors,over and including 15mm thick screed bed (1:4), cut and polished complete all as specified and as directed by the Engineer-in-Charge. | 300 | SQM | |
| 13 | 1.13 | Material & Labour for 500 Litres rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top & FDA approved, tripple layer body, 100% UA stablised, rust proof) hoisted and fixed in position all as specified in SSR Part-I, complete including dismantling, complete all as specified and as directed by the Engineer-in-Charge.\nNote : Water storage tank shall be White. (Make: Sintex/Diplast/Sheetal or Equivalent) | 12 | EACH | |
| 14 | 1.14 | Material & Labour for 1000 Litres rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top & FDA approved, tripple layer body, 100% UA stablised, rust proof) hoisted and fixed in position all as specified in SSR Part-I, complete,including dismantling complete all as specified and as directed by the Engineer-in-Charge.\nNote : Water storage tank shall be White. (Make: Sintex/Diplast/Sheetal or Equivalent) | 3 | EACH | |
| 15 | 1.15 | S & F for Pre-painted galvatume aluminum zinc coating GI based corrugated 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 including dismantling complete all as specified and as directed by the Engineer-in-Charge. | 1000 | SQM | |
| 16 | 1.16 | S & F for Pre-painted galvatume 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 including dismantling complete all as specified and as directed by the Engineer-in-Charge. | 200 | SQM | |
| 17 | 1.17 | S&F of 0.63 mm thick CGI sheeting, with zinc coating @ 275gms per Sqm with two corrugation side laps, fixed with L-type or J-type or cranked hook bolts in lieu of screws, as in roofs etc incuding demoition of old sheets complete all as specified and as directed by the Engineer-in-Charge.\n | 300 | SQM | |
| 18 | 1.18 | S&F 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 including dismantling of wooden truss and members complete all as specified and as directed by the Engineer-in-Charge. | 500 | KG | |
| 19 | 1.19 | S&F for Second class hardwood plain, solid, straight chowkhats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue, pinned at joints complete all as specified and as directed by the Engineer-in-Charge. | 0.4 | CUM | |
| 20 | 1.2 | S&F for old steel tubing 15 mm bore, with and provision of new fittings (connections) in new or old position (walls, ceiling, floors, etc) complete all as specified and as directed by the Engineer-in-Charge. | 80 | RM | |
| 21 | 1.21 | S & F 20mm bore stop valve, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and as directed by the Engineer-in-Charge. | 15 | EACH | |
| 22 | 1.22 | S & F 15mm bore stop valve, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, complete all as specified and as directed by the Engineer-in-Charge.\nMake: Prayag/Parryeare/Hindware. | 15 | EACH | |
| 23 | 1.23 | S&F 20mm bore Ball brass valves high pressure with polythene float and flynut complete screwed for iron pipe or brass ferrule and fixed etc complete all as specified and as directed by the Engineer-in-Charge.\nMake : Prayag/polytuf) | 15 | EACH | |
| 24 | 1.24 | S & F in repair 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed by the Engineer-in-Charge. | 80 | RM | |
| 25 | 1.25 | S & F in repair 110mm bore PVC (SWR) bends of any radius, complete all as specified and as directed by the Engineer-in-Charge. | 30 | EACH | |
| 26 | 1.26 | Supplying & Fixing in repair 110 mm dia pipe clamps out of 40mmx3 mm flat iron and 16 mm dia round stays including bolt and nuts and securing ends or stay to wall and roofs, complete all as specified and as directed by the Engineer-in-Charge. | 60 | EACH | |
| 27 | 1.27 | Taking down chowkats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each complete all as specified and as directed by the Engineer-in-Charge | 10 | EACH | |
| 28 | 1.28 | Taking down chowkats or frames with shutters (without taking off shutters from the frames) exc. 1.5 sq. m but not exc 4 sq. m each complete all as specified and as directed by the Engineer-in-Charge. | 10 | EACH | |
| 29 | 1.29 | Taking down shutters of any description exc 1 sq. m and not exc 2 sq. m each complete all as specified and as directed by the Engineer-in-Charge. | 10 | LEAF | |
| 30 | 1.3 | S & F for rolled mild steel 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, quality confirming to GDE Fe410-0 or Fe 310-0 complete all as specified and as directed by the Engineer-in-Charge. | 500 | KG | |
| 31 | 1.31 | S & F bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe 410-0 or Fe 310-0, and structural steel is painted one shop coat of zinc chromate primer paint (including preparation of surface) at Contractor’s workshop before fabrication complete all as specified and as directed by the Engineer-in-Charge. | 80 | KG | |
| 32 | 1.32 | Material and Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate) as in fixing of hold fasts, copings, bed plates,kerbs or mud stops, lintels upto 1.50m span, plinth courses , seismic and other bands and the like, finished the surface fair and even, including necessary form work complete all as specified and as directed by the Engineer-in-Charge. | 1 | CUM | |
| 33 | 1.33 | M & L for PCC 1:3:6 type C-0 using 12.5 mm graded stone aggregate as in filling in angle steel door frames complete all as specified and as directed by the Engineer-in-Charge. | 0.25 | CUM | |
| 34 | 1.34 | S&F, 35 mm thick plain ,framed,panneled shutters (any number No of pannels) with pannels of timber flat on both sides (feather edges ),or of veneered partical boards medium density , wood partical boards with commmercial face veneeres, supplied and fitted to chowkhats of 2nd class HW complete all as specified and as directed by the Engineer-in-Charge. | 30 | SQM | |
| 35 | 1.35 | Supply and fixing for butt hinge ISI Marked 100mm size, medium weight, cold rolled mild steel complete all as specified and as directed by the Engineer-in-Charge. | 90 | EACH | |
| 36 | 1.36 | S & F 200mm long aluminium, anodised, barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge. | 90 | EACH | |
| 37 | 1.37 | S & F ISI markded 150mm long extruded aluminium alloy handles, fabricated type anodised complete all as specified and as directed by the Engineer-in-Charge. | 90 | EACH | |
| 38 | 1.38 | S&F 300mm mild steel sliding door bolts, plate type, stove enamelled black with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts four on bolt and two on staple plate and fixed complete all as specified and as directed by the Engineer-in-Charge. | 15 | EACH | |
| 39 | 1.39 | S & F 2nd class hardwood small fittings such as brackets of any type, latch and hinge blocks, shapped door and window stops and the like, including all necessary labours; articles n exc 200 cu. cm eachcomplete all as specified and as directed by the Engineer-in-Charge. | 10 | EACH | |
| 40 | 1.4 | Supply and fixing for butt hinge ISI Marked 50mm size, medium weight, cold rolled mild steel complete all as specified and as directed by the Engineer-in-Charge. | 10 | EACH | |
| 41 | 1.41 | Supply and fixing for ISI Marked 150mm long mild steel ordinary rat tail rod pattern springs for doors including roller and roller plate complete all as specified and as directed by the Engineer-in-Charge. | 15 | EACH | |
| 42 | 1.42 | M&L preparation of new or previously untreated wooden surfaces of any description, not otherwise described, over 10cm width or girth and applied two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engineer-in-Charge. | 70 | SQM | |
| 43 | 1.43 | M & L for preparation of new or previously untreated steel or iron surfaces of any description not other wise described over 10cm width or girth applying two coat of synthetic enamel paint overa coat of red oxide complete all as specified and as directed by the Engineer-in-Charge. | 185 | SQM | |
| 44 | 1.44 | S & F of fixing GI OREO Metal Suspended ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. frame shall be same manufacture complete all as specified and as directed by the Engineer-in-Charge.\nMake :DEXUNE, Armstones, Hi-steel. | 300 | SQM | |
| 45 | 1.45 | Supply and fixing 5- 8mm thick solid profile designer PVC paneling with panel of width 250mm to 300mm fixed to wall/ceiling with screw and rawel plug including PVC beading (U,L section) wherever required etc complete all specified. | 200 | SQM | |
| 46 | 1.46 | M&L rendering 10 mm thick in CM 1:3 on concrete surfaces finished even and smooth with out using extra cement on ceiling including taking down complete all as specified and as directed by the Engineer-in-Charge. | 200 | SQM | |
| 47 | 1.47 | M & L for rendering 20mm thick in cement plaster 1:4 on fair faces of brick work, brick tiles or concrete surfaces, maintain slope of 1:100, finished even and smooth without using extra cement etc icluding taking down complete all as specified and as directed by the Engineer-in-Charge. | 200 | SQM | |
| 48 | 1.48 | M & L for rendering 15mm thick in cement mortar 1:6 on other than fair faces of brick work or concrete surfaces including taking down complete all as specified and as directed by the Engineer-in-Charge. | 300 | SQM | |
| 49 | 1.49 | M & L for Rough cast plaster over and including 10mm thick base rendering in CM (1:4) on brick or concrete surfaces etc including taking downcomplete all as specified and as directed by the Engineer-in-Charge. | 270 | SQM | |
| 50 | 1.5 | M&L for preparation of new plastered surfaces of wall and applying two coats of cement based paint over a coat of primer complete all as specified and as directed by the Engineer-in-Charge. | 450 | SQM | |
| 51 | 1.51 | M&L for preparing of new plastered or un-plastered surfaces of walls and applying two coats of distemper oil emulsion using painting roller over and including 2mm thick wall care putty etc complete all as specified and as directed by the Engineer-in-Charge. | 300 | SQM | |
| 52 | 1.52 | M&L for preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed by the Engineer-in-Charge. | 200 | SQM | |
| 53 | 1.53 | Supply only integral water proofing compound complete all as specified and as directed by the Engineer-in-Charge.\nNote-: RAR will be processed only after production of voucher of door, window, sanitry fitting, cement, tiling and GI fitting APP membane, galvanume sheet etc, | 15 | KG |
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