Military Engineer Services-MES has published Repair To Ceiling Rcc Chajja Tank Staging And Allied Engineering Works In Domestic Area In Zone B At Af Station Suratgarh. Submission Date for this Tender is 02-08-2021. Shed Construction Tenders in GE (AF) SURATGARH Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Jul-2021 | CORRIGENDUM NO 1 | BOQ | 26-07-2021 |
| 2 | 26-Jul-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 02-08-2021 |
| Name of Work: REPAIR TO CEILING RCC CHAJJA, TANK STAGING AND ALLIED ENGINEERING WORKS IN DOMESTIC AREA IN ZONE 'B' AT AF STATION SURATGARH | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0.01 | BOQ (REPAIR TO CEILING RCC CHAJJA, TANK STAGING AND ALLIED ENGINEERING WORKS IN DOMESTIC AREA IN ZONE 'B' AT AF STATION SURATGARH) | |||
| 2 | 1 | Demolition of RCC of any description in any position not otherwise specially provided for (reinforcement cut as required to facilitate demolition) | 10 | Cubic Metre | |
| 3 | 2 | M&L for providing reinforcement cement concrete 1 :2: 4 type B1 (using 20mm graded stone agg) as in slabs supported on walls, beams and column in floors balconies,canopies, deck slabs and the shelves and the like, complete all as specified and directed. | 10 | Cubic Metre | |
| 4 | 3 | Formwork to soffits of suspended slab such as roof slab, floor slab, landing and similar work n.exc 200mm thick (Horizontal or sloping) flat in fair finished surfaces of concrete, complete all as specified and directed. | 100 | Square\n Metre | |
| 5 | 4 | Form work to rough finished surface of concrete edge of concrete flats, breaks in floors, opening in concrete walls,floors and roofs and side of RCC/PCC bands in walls and similar works exc 10cm but n exc 20cm thick,all as specifiedand directed. | 115 | Running Metre | |
| 6 | 5 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including rough finished surface of concrete on flat surface, complete as specified & directed. | 20 | Square\n Metre | |
| 7 | 6 | S&F mild steel TMT bars 10mm dia and over , cut to length, bent to shape required, including cranking bending and binding with mild steel (anneal) wire not less than 0.90mm dia, complete as specified & directed. | 450 | KG | |
| 8 | 7 | S&F mild steel TMT bars 6 to 8mm dia , cut to length, bent to shape required, including cranking bending and binding with mild steel (anneal) wire not less than 0.90mm dia, complete as specified & directed. | 350 | KG | |
| 9 | 8 | Taking down cement plaster on Brick or concrete surfaces incl racking out joints hacking for key scrubbing down with water etc, complete all as specified & directed. | 270 | Square\n Metre | |
| 10 | 9 | M&L for rendering 10 mm thick in CM 1:4 on concrete surfaces on ceiling / facia /RCC Chhaja etc & finished even & smooth without using extra cement complete all as specified & directed. | 160 | Square\n Metre | |
| 11 | 10 | M&L for two coats of white wash on old ceiling surfaces after complete removal of existing treatment all as specified and as directed by Engr in Charge. | 160 | Square\n Metre | |
| 12 | 11 | S & F Rolled Mild Steel Plates (plain or Chequered) channels, square cut or notched, forming holes, with riveted, bolted or welded attachment confirming to Fe - 290 (Gde-E-165), complete all as specified & directed. | 225 | KG | |
| 13 | 12 | S&F mild steel for framed structure like trussed, purlins, crane gantries,post rails and fastenings and heavy bracket framming (Beam,Tee, Angle, Channels, flate sections) including distance pieces, cleats etc conforming to Fe410-W (Gde-E-250) quality-A, complete all as specified & directed. | 1800 | KG | |
| 14 | 13 | M&L for preparing of RCC projection, chajja,roofs, facia etc by necessary preparation i.e scrapping, cutting, chiseling, derusting and cleaning exposed reinforcement, surface of damaged, fixing of welded wiremess,binding of reinforcement bars with binding wire, removal of loose RCC surfaces and one coat of cement slurry and filling the surfaces with cement concrete (1:1.5:3) using 12.5mm graded crushed stone aggregate and reinforced with welded mesh of weight exc 2kg per sqm but n.exc 3kg/sqm with or without facia and finished with cement sand mortar (1:3) using coarse sand in patches, depth n exc 50mm including applying two coats of finishes to match with the existing surfaces in at any height complete all as specified. Note:- Cost of formwork , welded wiremesh and reinforcement shall be deemed to be included in unit rate quoted by the contractor. | 90 | Square\n Metre | |
| 15 | 14 | M&L for preparing of RCC projection, chajja,roofs, facia etc by necessary preparation i.e scrapping, cutting, chiseling, derusting and cleaning exposed reinforcement, surface of damaged, fixing of welded wiremess,binding of reinforcement bars with binding wire, removal of loose RCC surfaces and one coat of cement slurry and filling the surfaces with cement concrete (1:1.5:3) using 12.5mm graded crushed stone aggregate and reinforced with welded mesh of weight exc 2kg per sqm but n.exc 3kg/sqm with or without facia and finished with cement sand mortar (1:3) using coarse sand in patches, depth exc 50mm but n exc 100mm including applying two coats of finishes to match with the existing surfaces in at any height complete all as specified. Note:- Cost of formwork , welded wiremesh and reinforcement shall be deemed to be included in unit rate quoted by the contractor. | 90 | Square\n Metre | |
| 16 | 15 | Taking up or down 15mm dia steel tubing and connections,or removal to store complete all as specified and as directed. | 50 | Running Metre | |
| 17 | 16 | Taking up or down 20mm dia steel tubing and connections, removal to store complete all as specified and as directed. | 60 | Running Metre | |
| 18 | 17 | S & F 15 mm bore medium grade galvanised steel water tubing with all fittings concealed in wall or floor fixed to wall or laid in floors complete all as specified and directed | 50 | Running Metre | |
| 19 | 18 | S&F 20mm GI tubes medium grade with all fitting and fixed complete to walls and ceiling or laid in floor complete all as specified and directed. | 40 | Running Metre | |
| 20 | 19 | Re-fixing old steel water tubing of 20 mm bore, with all fittings at new or old position, laid in floor along wall or at ceiling, complete all as specified and directed. | 20 | Running Metre | |
| 21 | 20 | M&L for cutting chases for concealed water tubing or pinning end etc and making good the facing /cutting in cm 1 : 3 width n exc 10 cm girth in brick walls etc complete all as specified and as directed. | 30 | Running Metre | |
| 22 | 21 | M&L for cutting chases for concealed water tubing or pinning end etc and making good the facing /cutting in cm 1 : 3 width exc 10 cm but not exc 20 cm girth in brick walls etc complete all as specified and as directed. | 20 | Running Metre | |
| 23 | 22 | M&L PCC type B0 1:2:4 (using 12.5mm graded aggregate) 25 mm avg thickness as in roof top all as specified and as directed by Engr-in-Charge | 350 | Square\n Metre | |
| 24 | 23 | Demolition of Brickwork or stone/boulders masonry built in cement mortar complete all as specified and as directed by the Engr-in-Charge | 10 | Cubic Metre | |
| 25 | 24 | M&L for brickwork with subclass 'B' bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed | 8 | Cubic Metre | |
| 26 | 25 | All as per above item No 24 here-in-before but except brick complete all as specified and directed. | 2 | Cubic Metre | |
| 27 | 26 | Dismantling existing water tank of capacity exc 250 and n exc 500 ltrs capacity and removing to store | 10 | Each | |
| 28 | 27 | S&F 500 ltr capacity Rotational moulded PVC, triple layered, water storage tank (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve , complete all as specified and directed by Engineer –in-Charge. | 10 | Each | |
| 29 | 28 | Dismantling existing water storage tanks exc 500 litres but n.exc 1000 litres capacity by disconnecting existing water connection and removal from site , complete all as specified and directed by Engineer-in-Charge | 10 | Each | |
| 30 | 29 | S&F 1000 ltr capacity Rotational moulded PVC, triple layered, water storage tank (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve , complete all as specified and directed by Engineer –in-Charge. | 10 | Each | |
| 31 | 30 | Dismantling Structural steel work including doors, gates and plate but excluding framed truss etc complete all as specified and directed by Engr-in-Charge. | 7.5 | Quintal | |
| 32 | 31 | Dismantling Asbestos Cement (Corrugated, Semi corrugated etc.) sheets in roof coverings complete all as specified and directed by Engr-in-Charge. | 275 | Square\n Metre | |
| 33 | 32 | S & F MS steel work in tubular trusses including special shaped washers etc., complete using but ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240 with one shop coat of zinc chromate primer paint. | 750 | KG | |
| 34 | 33 | S&F for pre painted galvanlume aluminium zinc coating having GI based corrugated steel sheets 0.50mm thick of any colour as in tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screw complete all as specified and directed by Engr-in-charge. | 275 | Square\n Metre | |
| 35 | 34 | S&F mild steel flat iron as wind tie for roof including necessary drilling for securing bolts etc complete all as specified and as directed. | 140 | KG | |
| 36 | 35 | S&F Rolled sections Fe-290 (grade-E-165) as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed. | 650 | KG | |
| 37 | 36 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with\nearth around, in layers not exceeding 25 cm complete all as specified and directed. | 20 | Each | |
| 38 | 37 | M&L for cement concrete Type D2 1:4:8 (40 mm graded aggrete) as in foundation Filling and mass concrete, complete all as specified and directed. | 6.48 | Cubic Metre | |
| 39 | 38 | Taking down chowkats with shutter (without taking off shutter from the frame) exc 1.5 Sqm but not 4 Sqm each | 60 | Each | |
| 40 | 39 | Taking down chowkats with shutter (without taking off shutter from the frame) not exc 1.5 Sqm each | 30 | Each | |
| 41 | 40 | Taking down shutters of any description but exc 1 sqm and not exc 2 sqm each and refixing in same opening complete all as specified and directed. | 25 | Per Leaf | |
| 42 | 41 | S&F pressed steel frames of size 105 x 60mm for doors with one or more related incl. necessary fixing lugs, hinges look strike plate etc. complete all as specified | 170 | Running Metre | |
| 43 | 42 | S&F pressed steel frames of size 125x60mm for doors with one or more rebated incl. necessary fixing lugs, hinges strike plate etc. complete as specified and directed. | 115 | Running Metre | |
| 44 | 43 | M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in hold fast iron fixing and back filing of pressed steel door frame including necessary form work all as specified and directed. | 0.2 | Cubic Metre | |
| 45 | 44 | S&F 35 mm thick 2nd class Hard wood plain framed Plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS: 1003 (Part I), kiln seasoned and chemically pressure treated | 46 | Square\n Metre | |
| 46 | 45 | S&F 35mm thick 2nd class HW Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edge of framing plain, chamfered or rounded, fitted with cut and mitred beds for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8. clause 8.20 (a); supplied and fitted to chowkats | 85 | Square\n Metre | |
| 47 | 46 | S&F 30mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides complete all as specified and as directed by Engr-in-Charge | 32 | Square\n Metre | |
| 48 | 47 | S&F mild steel butt hinges of size 100mm, medium weight, cold rolled, complete all as specified and directed. | 180 | Each | |
| 49 | 48 | 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 plate and two on staple plate, complete all as specified and directed. | 60 | Each | |
| 50 | 49 | S&F mild steel barrel tower bolt 200mm, stove enamelled black with bright bolts | 120 | Each | |
| 51 | 50 | S&F mild steel pressed handles 150mm, oval type, stove enamelled black | 120 | Each | |
| 52 | 51 | M&L for two coats of synthetic enamel painting to wood and wood based surfaces of any description, not otherwise described over 10cm width or girth over one coat of pink primer including preparation of new surfaces. | 310 | Square\n Metre | |
| 53 | 52 | S&F Steel windows or ventilators, fixed type, with glazing bars, complete all as specified and directed. | 20 | Square\n Metre | |
| 54 | 53 | M&L for two coats of synthetic enemel painting on new surfaces at iron and steel surfaces over a coat red oxide of any description, not otherwise described over 10cm width or girth including preparation of new steel surfaces. | 150 | Square\n Metre | |
| 55 | 54 | S&F galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks or galvanised wire staples, complete all as specified and directed. | 60 | Square\n Metre | |
| 56 | 55 | S&F, Figured glass 3 mm thick, ordinary quality and glazing with oil putty (in metal frames etc) in squares not exceeding 0.5 Sq. m in each pane, complete all as specified and directed. | 10 | Square\n Metre | |
| 57 | 56 | S & F in repair 110 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints laid in WALL, complete all as specified and directed. | 250 | Running Metre | |
| 58 | 57 | S & F 110 mm bore PVC (SWR) bends of any radius, complete all as specified and directed. | 35 | Each | |
| 59 | 58 | M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick or concrete surfaces finishing even and smooth without using extra cement complete all as specified and as directed by the Engr-in-Charge | 110 | Square\n Metre | |
| 60 | 59 | Applying two coats of exterior acrylic emulsion (weather proof treatment) over a coat primer, in camouflaging patterns , including preparation of new surfaces like brooming down or steel wire brushing scraping down smoke soot, moulds mass and efflorescent salt and trading oil and greasy spots complete all as specified and directed. | 110 | Square\n Metre | |
| 61 | 60 | Cleaning of Grease trap tank by taking out the sludge mud/silt etc and removing to outside of MOD premises complete all as specified and directed by Engr-in-Charge | 200 | Square\n Metre | |
| 62 | 61 | De-watering of septic tanks/soakage wells and sewage line by pumping with trolley mounted pump sets including carrying the waste water in closed containers and unloading it out side the MoD land at location shown by Engr-in-Charge at a distance n. exc 5 km from the starting point including removing the existing manholes cover and replacing the same, septic tanks/soakage wells of any size/depth complete all as specified and as directed by the Engr-in-Charge\nNote:-\n(1) Hydraulically driven high pressure pump, capacity of 295L/min at 135 bar.\n(2) Hydraulically driven high pressure pump, having 1850 cum/hr Suction Pressure.\n(3) Rear hydraulic driven hose reel with 120m jetting hose.\n(4) proper safety of the operator during operation. | 180 | Square\n Metre | |
| 63 | 62 | Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No16 of tender documents. |
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