Military Engineer Services-MES has published Repair Replacement Of Cgi Sheet Profile Sheet Ridge Roof Truss Purlin Fibre Glass Sheet Wind Ties Etc Repair Of Crack In Wall Plastering Etc At Misc Location Inside Cod Under Age Br I Of Ge I Kanpur. Submission Date for this Tender is 10-08-2021. Shed Construction Tenders in Kanpur Cantt Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Jul-2021 | REVISED BOQ AND CORRIGENDUM | BOQ | 03-08-2021 |
| 2 | 03-Aug-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 10-08-2021 |
| Name of Work: REPAIR REPLACEMENT OF CGI SHEET PROFILE SHEET RIDGE ROOF TRUSS PURLIN FIBRE GLASS SHEET WIND TIES ETC REPAIR OF CRACK IN WALL PLASTERING ETC AT MISC LOCATION INSIDE COD UNDER AGE BR I OF GE I KANPUR | |||||
|---|---|---|---|---|---|
| Sl. No. | Description of Items/Works | Item Code / Make | Quantity | Units | |
| 1 | 1 | BnR Schedule | |||
| 2 | 2 | Demolition of brick work built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facing etc including stacking the serviceable materials and disposal of unserviceable material, debris and disposal of rubbish outside MD land .complete all as specified and directed. | 15 | Cum | |
| 3 | 3 | M & L brickwork with flyash bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1 : 6 complete all as specified and directed. | 11 | Cum | |
| 4 | 4 | All as per item no. 03 here in before but except bricks. | 4 | Cum | |
| 5 | 5 | Dismantiling of AC sheet (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and directed.\n | 2205 | Sqm | |
| 6 | 6 | S & F regular modified Polyester colour coated galvanized steel rib profile sheet(TCT) 0.50mm thick of any colour total mass coating 150gms/sqm (both side) and having tensile strength of 550 Mpa as in roof covering/cladding to wall/window chajja, fixed with self tapping screws as specified. Make: (a) Lloyd Insulation\n(b) Tata bluescope steel building solutions Ltd.(c) Prestar Infrastructure Project Ltd\n(d) Colour Roof India Ltd.(CRIL) (e) M/s Matco Roof PvtLltd. (f) Ispat Industries Ltd\n(g) Everest Industries | 1775 | Sqm | |
| 7 | 7 | S&F plain modified Polyester colour coated galvanized steel plain sheet(TCT) of 0.50 mm thick having tensile strength of 550 Mpa in ridge, hips, valley gutter, drip and straight flashing fixed with self tapping screws of reqd size and dia with head having matching colour PVC cap/ painted as of sheet total mass coating 150gms/sqm (both side) in roofing complete all as specified and directed.Make: (a) Lloyd Insulation\n(b) Tata bluescope steel building solutions Ltd.(c) Prestar Infrastructure Project Ltd\n(d) Colour Roof India Ltd.(CRIL) (e) M/s Matco Roof PvtLltd. (f) Ispat Industries Ltd\n(g) Everest Industries | 240 | Sqm | |
| 8 | 8 | Fixing only old serviceable 6mm thick asbestos cement, corrugated or semi-corrugated sheets in roofs, walls etc. | 190 | Sqm | |
| 9 | 9 | Taking down chowkhats or frames (without taking off shutters from the frame) exc 1.5 sq. m but n exc 4 sq. m each complete all asspecified and directed.\n\n | 19 | Each | |
| 10 | 10 | S & F steel wire fabric not exc. 4 kg/ sqm in wood or steel members etc complete all as specified and directed. | 115 | Kg | |
| 11 | 11 | S & F rolled section of angle, tee or other section Fe-290 Gde E-165) as in framing for cladding, glazing, ventilator and the like fixed with angle cleats and connecting plates etc complete all as specified and directed . | 480 | Kg | |
| 12 | 12 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed. | 1 | Cum | |
| 13 | 13 | S & F Providing precast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate and set in cement mortar (1:4) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders(for stone walling).corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers,weatherings, throat- ing etc. and setting in mortar complete with joints to match complete all as specified and directed . Note: Reinforcement shall be measured and paid separately. | 1 | Cum | |
| 14 | 14 | M&L for TMT 10mm dia & over, cut to length bent to shape required including binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed . | 120 | Kg | |
| 15 | 15 | M&L Mild steel bars 6 to 8 mm dia, cut to length, bent to shape required incl cranking, bending spirally for hooping for coloumns, hooking ends and binding with & incl mild steel wire (annealed) n.less than 0.9mm dia or securing with clips complete all as specified and directed.. | 24 | Kg | |
| 16 | 16 | Dismantling structural steel work including doors, gates but including framed truss etc complete all as specified and directed . | 28 | Qntl | |
| 17 | 17 | M&L for 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 fitings and hanging also fastening and fixing confirming to Fe 410-W (Gde-E- 250)\nquality- 'A' complete all as specified and as directed. | 1100 | Kg | |
| 18 | 18 | S&F Framed work such as grills, grating 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 water tanks and similar work conforming to Fe 290 Gde E-165 grade 'A' complete all as specified and directed. | 1000 | Kg | |
| 19 | 19 | Taking down cement plaster on bricks or concrete surfaces including raking out joints for key, scrubbing down with water etc complete all as specified and directed. | 400 | Sqm | |
| 20 | 20 | M&L for rendering 15 mm thick in cement mortar 1 : 6 on fair faces of brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. | 110 | Sqm | |
| 21 | 21 | M&L for rendering 15 mm thick in cement mortar 1 : 4 on other than fair faces of brick or concrete surfaces finished even and fair without using extra cement complete all as specified and directed. | 290 | Sqm | |
| 22 | 22 | M&L for preparation of newly plastered surfaces of wall and applying three coat of white wash complete all as specified and directed. | 110 | Sqm | |
| 23 | 23 | M&L Applying two coats of cement base paint over a coat of cement primer including preparation of newly plastered untreated surface of wall complete all as specified and directed. | 290 | Sqm | |
| 24 | 24 | S & F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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 complete all as specified and directed.\n | 400 | Kg | |
| 25 | 25 | All as per item no 24 above but refixing old wind tie | 200 | Kg | |
| 26 | 26 | Dismantiling of CGI/PGI sheets any thickness as in roof coverings complete all as specified and directed.\n | 980 | Sqm | |
| 27 | 27 | S & F 0.63 mm thick galvanised, corrugated mild steel sheeting with zinc coating 120 gram/sqm two corrugations side lap & 150 mm end lap ,fixed with 'L' type or 'J'type or crancked hook bolt and washers or with self drilling zinc aluminium coated metal screws of suitable size having cap with rubber washers as in roof covering/vertical surfaces complete all as specified and directed.(Make - SAIL/TISCO/RINL/JSW Steel Ltd) | 590 | Sqm | |
| 28 | 28 | S & F 0.63 mm thick PGI sheeting of class -VIII as in ridges, hips, wall cladding and straight flashings etc ,fixed with 'L' type or 'J'type or crancked hook bolt and washers or with self drilling zinc aluminium coated metal screws of suitable size having cap with rubber washers as in roof covering/vertical surfaces complete all as specified and directed.(Make - SAIL/TISCO/RINL/JSW Steel Ltd) \n\n | 150 | Sqm | |
| 29 | 29 | S & F 1.00 mm thick PGI sheeting of class -VIII as in valley gutters, wall cladding and straight flashings etc ,fixed with 'L' type or 'J'type or crancked hook bolt and washers sealed the joint of valley gutter with commercial bitumen 80/85 grade or with self drilling zinc aluminium coated metal screws of suitable size having cap with rubber washers as in roof covering/vertical surfaces complete all as specified and directed.(Make - SAIL/TISCO/RINL/JSW Steel Ltd) \n\n | 120 | Sqm | |
| 30 | 30 | All as per item No. 29 here in before except sheet. | 120 | Sqm | |
| 31 | 31 | Dismantling timber scantlings 40 sq. cm and over in section, in any position in unframed work complete all as specified and dorected.\n | 4.7 | Cum | |
| 32 | 32 | Dismantling timber scantlings 40 sq. cm and over in section, in any position in framed work complete all as specified and dorected.\n | 6.2 | Cum | |
| 33 | 33 | S & F rolled mild steel as in roof trusses (framed), trussed, purlins, crane gantries, and watch tower structure rails fastenings and heavy bracket frames beam, tee, channel or flat sections including distance pieces, cleats etc. and similar work confirming to Fe-410 Gde E-250 quality A complete all as specified and directed at site. | 9000 | Kg | |
| 34 | 34 | Note: No electricity will be provided by the department and contractor will make his own arrangement of Generator set for truss work and other works for which electrcity be required such as welding , notching, cutting, grinding etc. | |||
| 35 | 35 | M & L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. | 310 | Sqm | |
| 36 | 36 | Demolition of cement concrete in any position, roof above ground level and disposal of unserviceable material, debris and disposal of rubbish outside MD land .complete all as specified and directed. | 21.25 | Cum | |
| 37 | 37 | M & L 100 mm thick PCC type D-2, 1:4:8 (40mm graded stone aggregate) as in sub base finished even and rough to receive floor topping complete all as specified and directed. | 80 | Sqm | |
| 38 | 38 | M & L 100 mm thick PCC type B-1, 1:2:4 (20mm graded stone aggregate) for flooring surface finished even and smooth without using extra cement laid as in alternate bay complete all as specified and directed. | 80 | Sqm | |
| 39 | 39 | M & L 75 mm thick PCC type C-1, 1:3:6 (20mm graded stone aggregate) for plinth protection surface finished even and smooth without using extra cement complete and joints filled with hot bitumen 85/25 grade and sand in 1:3 complete all as specified and directed. | 70 | Sqm | |
| 40 | 40 | S & F steel rolling shutters, without ball bearings 1.00 mm thickness of lath including top cover, anchoring rod, hasp and staple including top cover,anchoring rod,hasp and staple and one shop coat primer, erected in position as indicated complete : push pull or manual type complete all as specified and directed. | 20 | Sqm | |
| 41 | 41 | S & F Ball bearing for rolling shutters complete all as specified and directed. | 8 | Each | |
| 42 | 42 | S & F Safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and directed. | 8 | Each | |
| 43 | 43 | M& L for Cutting out cracked bricks works built in any mortar for repair of crack in brick wall including inserting of Key stone of size 600mmx345mmx200mm maade out of RCC (1:1 1/2:3) type A-1 using 20mm graded stone aggregate with 8mm dia reinforcement and set in cement mortar 1:4 i old walls to counter the crack portion @ 1.0 mtr spaced, jointing and pointing with RCC and inserting TMT bars 10mm dia where ever found necessary at suitable interval and rest portion of crack filled up with plain cement concrete 1:1 1/2:3 type B-0 using 12.5 mm graded stone aggregate with suitable crack filler agent complete all as specified and as directed by Engineer in Charge. | 10 | Sqm | |
| 44 | 44 | S&F in repair 2mm thick corrugated fibre glass reinforced translucent sheeting in cladding/wall with coach screws and washer etc complete all as specified and as directed by Engineer in Charge. | 30 | Sqm | |
| 45 | 45 | M & L for preparation of new steel surfaces of any description not exc 10 cm in width or girth when unconnected with other painting or when painted in different tint and applying two coat of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. | 25 | X RM | |
| 46 | 46 | Note for all items of BOQ: Entire work listed in BOQ shall be executed in Restricted area. |
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