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REPAIR/REPLACEMENT OF JOINERY,DOORS,WINDOWS,KITCHEN CUPBOARD,WARDROBES,STAIRCASE RAILING AND OTHER CONNECTED B/R ITEMS IN VARIOUS BUILDINGS IN THE AOR OF AGE B/R-II UNDER GE(A) SURATGARH AT SURATGARH MIL STN
Supply and fixing factory made uPVC white colour fixed glazed window/ventilator made of (small series) frame 47 x 50 mm mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I. fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Glass shall be paid inclusive in this item) including taking down of old existing window/ventilator and submitted to office store. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made
GE (N) P/TOKEN- 29 OF 2026-2027 SPL REPAIR TO DOORS AND WINDOWS IN CERTAIN BLDGS AT HQSC OFFICE COMPLEX UNDER GE (NORTH) PUNE
S&F factory made UPVC in any colour Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) comprising of uPVC multi chambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of UPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
PROVN OF ALTERNATOR BAY AND ASSOCIATED ITEMS AT 35 WG
Lump sum price worked out by contractor for "FOR AREA DRAINAGE" as listed in Schedule 'A' Part- V.
Balance work in connection with Elimination of Level crossing by construction of LHS on DUK section under ADEN/KUN.
50.00 or other misc. works. Total 182739.00 Schedule Schedule B-DSR ITEM All items appearing in chapter 2 i.e. ''Earthwork'' as per CPWD Delhi Schedule of rates ( Volume-I & Item- 1 II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 2.0 EARTH WORK 2.25A Excavating, supplying and filling of local cum 5000 368.65 1843250 earth (including royalty) by mechanical transport upto a lead of 5km also including 1 ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Total 1843250.00 All items appearing in chapter 4 i.e. ''Concrete work'' as per CPWD Delhi Schedule of rates ( Item- 2 Volume-I & II ) 2021 edition (Corrected upto date). DELHI DIVISION-ENGG/NORTHERN RLY S No. Item Description of Item Unit Qty Rate Amount No 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the 4.1 cost of centering and shuttering - All work up to plinth level : 4.1.2 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) cum 50 7783.65 389182.5 derived from natural sources : 3 graded 1 stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 10 6833.4 68334 derived from natural sources : 6 graded 2 stone aggregate 20 mm nominal size derived from natural sources) Total 457516.50 All items appearing in chapter 5 i.e. "Reinforced cement concrete'' as per CPWD Delhi Schedule of Item- 3 rates ( Volume-I & II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 5.0 REINFORCED CEMENT CONCRETE 5.1S CAST IN SITU Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, 5.2 columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) cum 15 10185.05 152775.75 derived from natural sources : 3 graded 1 stone aggregate 20 mm nominal size derived from natural sources) 5.9S FORM WORK Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.2 Walls (any thickness) including attached Sqm 350 669.55 234342.5 2 pilasters, butteresses, plinth and string courses etc. 5.12S PRE-CAST RCC 5.12 Providing, hoisting and fixing above plinth cum 25 9673.5 241837.5 level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the 3 cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.33S DESIGN MIX CONCRETE DELHI DIVISION-ENGG/NORTHERN RLY Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; 5.33 but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.3 Concrete of M35 grade with minimum cum 450 8966.95 4035127.5 4 cement content of 370 kg /cum Total 4664083.25 All items appearing in chapter 8 i.e. ''Cladding work '' as per CPWD Delhi Schedule of rates ( Item- 4 Volume-I & II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 8.0 CLADDING WORK Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry 8.8 surface backing including drilling necessary holes and the cost of bolt etc complete. 8.8.1 Wedge expansion type 1 8.8.1.3 Fastener with threaded dia 12 mm Each 350 52.85 18497.5 Total 18497.50 All items appearing in chapter 10 i.e. ''steel work '' as per CPWD Delhi Schedule of rates ( Volume-I Item- 5 & II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 10.0 STEEL WORK 10.2 Structural steel work riveted, bolted or Kg 500 111.95 55975 welded in built up sections, trusses and 1 framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.19 Providing and fixing mild steel round holding Kg 750 88.5 66375 2 down bolts with nuts and washer plates complete. 10.20 Providing and fixing bolts including nuts and Kg 150 140.15 21022.5 3 washers complete. Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 1500 142.3 213450 4 railings, brackets, gates and similar works DELHI DIVISION-ENGG/NORTHERN RLY Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk 10.27 head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 5 10.27.5 10 x 160 mm Each 50 191.95 9597.5 Total 366420.00 All items appearing in chapter 13 i.e. ''Finishing'' as per CPWD Delhi Schedule of rates ( Volume-I & Item- 6 II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 13.0 FINISHING 13.44S EXTERIOR FINISHING Finishing walls with water proofing cement 13.44 paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 2500 97.6 244000 1 3.84 kg/10 sqm) Finishing with Deluxe Multi surface paint 13.48 system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 Sqm 500 158.95 79475 2 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 3 13.61.1 Two or more coats on new work Sqm 500 131.45 65725 Applying priming coats with primer of approved brand and manufacture, having 13.85 low VOC (Volatile Organic Compound ) content. White washing with lime to give an even 13.87 shade : 4 13.87.1 Old work (two or more coats) Sqm 100 19 1900 Total 391100.00 All items appearing in chapter 15 i.e. ''Dismantling and Demolishing'' as per CPWD Delhi Schedule Item- 7 of rates ( Volume-I & II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 5 2007.1 10035.5 1 equivalent design mix) 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c cum 15 1239.6 18594 2 equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 12 2928.1 35137.2 mechanical means including stacking of 3 steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 15.60 Disposal of building rubbish / malba / similar cum 5 219.35 1096.75 unserviceable, dismantled or waste materials by mechanical means, including 4 loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Total 64863.45 DELHI DIVISION-ENGG/NORTHERN RLY All items appearing in chapter 16 i.e. ''Road work'' as per CPWD Delhi Schedule of rates ( Volume-I Item- 8 & II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub grade Sqm 1000 180.5 180500 with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to 1 camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 16.2 Extra for compaction of earth work in cum 2200 20.55 45210 embankment under optimum moisture 2 conditions to give at least 95% of the maximum dry density (proctor density). 16.49S MISCELLANEOUS Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer- in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or 16.60 bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 3 16.60.1 Overhead informatory road signage Sqm 10 5609.55 56095.5 Total 281805.50 All items appearing in chapter 19 i.e. ''Drainage'' as per CPWD Delhi Schedule of rates ( Volume-I & Item- 9 II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 19.0 DRAINAGE Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water 19.4 tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: DELHI DIVISION-ENGG/NORTHERN RLY Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1 19.6.5 450 mm dia. R.C.C. pipe Metre 50 1481.55 74077.5 Total 74077.50 All items appearing in chapter 23 i.e. ''rain water harvesting and tube well'' as per CPWD Delhi Item- 10 Schedule of rates ( Volume-I & II ) 2021 edition (Corrected upto date). S No. Item Description of Item Unit Qty Rate Amount No 23.0 RAIN WATER HARVESTING & TUBEWELLS Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.1 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 1 23.1.1.3 400 mm dia Metre 600 828.85 497310 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.2 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.1 All types of soil 2 23.2.1.3 400 mm dia Metre 55 1036.1 56985.5 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 23.3 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 3 23.3.3 200 mm nominal size dia Metre 510 951.95 485494.5 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with 23.4 ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 4 23.4.3 200 mm nominal size dia Metre 120 1099.25 131910 23.5 Supplying, filling, spreading & leveling stone cum 60 1302.3 78138 boulders of size range 5 cm to 20 cm, in 5 recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.6 Supplying, filling, spreading & leveling cum 70 1309 91630 gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of 6 boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DELHI DIVISION-ENGG/NORTHERN RLY Providing and fixing Bail plug/ Bottom plug 23.15 of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 7 23.15.3 200 mm dia Each 4 308.55 1234.2 Total 1342702.20
Facility Management Contract of Fire Fighting/ fire hydrant/sprinkler/ Diesel engine, Fire Alarm system/Detector and its associated equipment at AAICLAS Chennai Airport
Providing & fixing of Nipple for sprinkler drainage drain line with complete as required.
Duttapur GP Office Chhaka to Danga Ghat via Gopinath Temple under Duttapur GP-Road Work
Cross Drainage work-Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. and as per direction of the Engineer-in-charge.