The World Bank Tender
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The World Bank Tender
Civil And Construction
Building Construction
Eprocure
Opening Date20 Jan 2023
Closing DateCancelled
Tender Amount₹ 31,17,000
Costs
EMD
₹ 62,340Document Cost
₹ 700Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_AHVDE_34835_1Bid Award Id
ViewTender No
E-355836/2023-24 DFA/418866/BTender Authority
The World Bank ViewPurchaser Address
-Website
http://http://www.worldbank.org/
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Documents
BOQ Items
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2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
52.47
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11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks.
43.55
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4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources)
4.67
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5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources)
6.09
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5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, iers, abutments, posts and struts etc. above plinth level up to floor five level, xcluding cost of centering, shuttering, finishing andreinforcement :5.2.2 1:1.5:3 1 ement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone ggregate 20 mm nominal sizederived from natural sources)
2.15
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5.3 Reinforced cement concrete work in beams, suspended floors, roofs having lope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window ills, staircases and spiral stair cases above plinthlevel up to floor five level, xcluding the cost of centering, shuttering,finishing and reinforcement with :1.5:3 1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded tone ggregate20 mm nominal size derived from natural sources).
3.58
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete
92.22
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
11.68
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
93.91
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
57.42
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5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
1010.34
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5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
843.23
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6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
13.45
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6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
180.5
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13.16 6 mm cement plaster of mix :
13.16.1 1:3 (1 cement : 3 fine sand)
582.3
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13.12 18 mm cement plaster in two coats under layer 12 mm thick
cement plaster 1:5 and a top layer 6mm thick cement plaster
(1:3).
585.3
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13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
582.3
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13.45 Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied
@ 2.20kg/10 sqm
582.3
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
188.8
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9.56 B29Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete :
6
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9.62 9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) 9.62.1 300x16 mm
6
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9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxidized as per IS: 1378) 9.63.1 250x10 mm
6
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9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxidized as per IS: 1378) 9.63.3 150x10 mm
15
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9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxidized as per IS: 1378) 125 mm
15
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9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxidized as per IS: 1378) 100 mm
12
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13.50 Applying priming coat:
13.50.1 With ready mixed pink or Grey primer of approved brand
and manufacture on wood work (hard and soft wood)
33.4
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13.50 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
7.09
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13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1 On steel work
7.09
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10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
1001.3
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12.50 Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per qm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches uring transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, omplete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shapewherever required.
128.34
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14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 q.meters and under, including cutting the patch in proper shape,raking out joints nd preparing and plastering the surface of the wallscomplete, including disposal f rubbish to the dumping ground, allcomplete as per direction of Engineer-in-arge.14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand)
61.42
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12.51 Providing and fixing precoated galvanised steel sheet roofing accessories .50 mm (+0.05 %) total coated thickness, Zinc coating120 grams per qm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side f the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping crews complete :12.51.1 Ridges plain (500 - 600mm)
38
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12.24 Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) :12.24.1 atural olour insulating board12.24.1.1 12 mm thick
69.48
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9.6 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt inges of required size with necessary screws, all completeas per directions of ngineer- in-charge and panelling with panels of :(Note:- Butt hinges and ecessary crews shall be paid separately)9.6.1 12 mm thick plain grade -1, medium density lat pressed threelayer particle board FPT - I or graded wood particle boardFPT- I, S : 3087 marked, bonded with BWP type syntheticresin adhesive as per IS : 848 :
6.62
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors sing Primer as per manufacturers specifications : 13.48.2 Painting wood work ith eluxe Multi Surface Paint ofrequired shade. Two or more coat applied @ 0.90 tr/10sqm over an under coat of primer applied @0.75 ltr/10sqm of approved rand and manufacture
28.04
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10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all memberssuch as 7D,F4B, K11 B and K12 B etc. complete of standard rolledsteel sections, joints itred and flash butt welded and sash bars tenonedand riveted, including roviding nd fixing of hinges, pivots, includingpriming coat of approved steel primer, but xcluding the cost of otherfittings, complete all as per approved design, (sectional eight of onlysteel members shall be measured for payment).10.11.1 Fixing with 5x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of .C. :3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal ize)
112.18
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10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing ofnecessary utt hinges and screws and applying a priming coat ofapproved steel primer.10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarsesand : 6 raded stone aggregate 20 mm nominal size).
15.3
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10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andapplying a riming coat of approved steel primer, including welding andbolted with special haped washers etc. complete.10.16.1 Hot finished welded type tubes
1319.3
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10.30 Providing & fixing glass panes with putty and glazing clips in steel doors,
windows, clerestory windows, all complete with :
10.30.1 4.0 mm thick glass panes (weights not less than 10 kg/ sqm)
2.16
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18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engeneer-in-charge. External work 25mm dia
370.65
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18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engeneer-in-charge. External work 32mm dia
405.05
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18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engeneer-in-charge. External work 40mm dia
559.2
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps,
i/c cutting and making good the walls etc.
Internal work - Exposed on wall
18.10.1 15 mm dia nominal bore
304.15
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps,
i/c cutting and making good the walls etc.
Internal work - Exposed on wall
18.10.3 25 mm dia nominal bore
491.2
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Coupler 75 mm
79.8
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Coupler 110mm
119.95
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12.42.5 Bend 87.5°
12.42.5.1 75 mm bend
4
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12.42.5 Bend 87.5°
12.42.5.2 100 mm bend
36
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18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in ement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface ox 00 mm top diameter, 160 mm bottom diameterand 180 mm deep (inside) with hained lid and RCC top slab 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone ggregate 20 mmnominal size ), i/c necessary excavation, foundation concrete :5:10(1 cement : 5 fine sand : 10 graded stone aggregate 40 mm ominalsize ) and inside plastering with cement mortar 1:3 (1 cement : 3coarse and) 12 mm thick, finished with a floating coat of neat cementcomplete as per tandard design :18.34.1 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5
3
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18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore
10
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18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 32 mm nominal bore
12
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18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40 mm nominal bore
9
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18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable lockingarrangement nd aking necessary holes for inlet, outlet and overflowpipes but without fittings and he base support for tank.
4000
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23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable ethod prescribed in IS: 2800 (part I), including collectingsamples from different trata, preparing and submitting strata chart/bore log, including hire & running harges of all equipments, tools,plants & machineries required for the job, all omplete as per directionof Engineer-in-charge, upto 90 metre depth below round level.23.1.1 All types of soil23.1.1.1 300 mm dia
100
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23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, nplasticized PVC medium well casing (CM) pipe of requireddia, conforming to IS: 2818, including required hire and labourcharges, fittings & accessories etc. all omplete, for all depths, asper direction of Engineer -in-charge. 23.3.3 200 mm ominal size dia
100
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23.4 Supplying, assembling, lowering and fixing in vertical position in bore well nplasticized PVC medium well screen (RMS) pipes with ribs,conforming to IS: 2818, including hire & labour charges, fittings &accessories etc. all complete, for ll depths, as per direction ofEngineer-in-charge. 23.4.3 200 mm nominal size dia
3
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23.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes s per actual requirement, all complete as per direction ofEngineer-in-charge.
10
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23.12 Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent beyond permissible limit), with required capacity aircompressor, running the ompressor for required time till well is fullydeveloped, measuring yield of well by V" notch method or any otherapproved method, measuring static level & draw own etc. by stepdraw down method, collecting water samples & getting tested napproved laboratory, i/c disinfection of tubewell, all complete, includinghire & abour charges of air compressor, tools & accessories etc.,all as per requirement nd direction of Engineer-in-charge.
24
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23.13 Providing and fixing suitable size threaded mild steel cap or spot welded late to the top of bore well housing/ casing pipe, removableas per requirement, ll complete for borewell of: 23.13.3 200 mm dia
1
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23.14 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessarybolts uts of required size complete. 200 mm clamp
1
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3 HP Submersible Pump
1
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Wiring for light point/ fan point/ exhaust fan point/ call bell
point with 1.5 sq.mm FRLS PVC insulated copper conductor
single core cable in surface / recessed medium class PVC
conduit, with modular switch, modular plate, suitable GI box
and earthing the point with 1.5 sq.mm FRLS PVC insulated
copper conductor single core cable etc. as required. Group C
30
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1.12 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC
insulated copper conductor single core cable in surface/
recessed medium class PVC conduit alongwith 1 No. 4 sq. mm
FRLS PVC insulated copper conductor single core cable for loop
earthing as required.
334
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1.22 Supplying and fixing metal box of following sizes (nominal size) on surface r n recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 100 mm X 100 mm X 60 mm deep
2
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1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required 180 mm X 100 mm X 60 mm deep.
2
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1.24 Supplying and fixing following modular switch/ socket on the
existing modular plate & switch box including connections but
excluding modular plate etc. as required.
20
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1.24 Supplying and fixing following modular switch/ socket on the existing modular late & switch box including connections butexcluding modular plate etc. as required. 5/6 A switch
5
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1.24 upplying and fixing following modular switch/ socket on the
existing modular plate & switch box including connections but
excluding modular plate etc. as required. 15/16 A switch
5
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1.24 Supplying and fixing following modular switch/ socket on the
existing modular plate & switch box including connections but
excluding modular plate etc. as required. 3 pin 5/6 A socket outlet
5
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1.25 Supplying and fixing two module stepped type electronic fan
regulator on the existing modular plate switch box including
connections but excluding modular plate etc. as requir
6
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1.26 Supplying and fixing modular blanking plate on the existing
modular plate & switch box excluding modular plate as
required
4
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1.27 Supplying and fixing following size/ modules, GI box alongwith modular ase over plate for modular switches in recess etc.as required. 1 or 2 Module (75mmX75mm)
2
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1.27 Supplying and fixing following size/ modules, GI box alongwith modular ase over plate for modular switches in recess etc.as required. 3 Module (100mmX75mm)
3
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1.27 Supplying and fixing following size/ modules, GI box alongwith modular ase over plate for modular switches in recess etc.as required. 4 Module (125mmX75mm)
2
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1.27 Supplying and fixing following size/ modules, GI box alongwith modular ase over plate for modular switches in recess etc.as required.6 Module (200mmX75mm)
3
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1.27 Supplying and fixing following size/ modules, GI box alongwith modular ase over plate for modular switches in recess etc.as required. 8 Module (125mmX125mm)
1
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1.31 Supplying and fixing suitable size GI box with modular plate and
cover in front on surface or in recess, including providing and
fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular
switch, connections etc. as required.
4
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1.32 Supplying and fixing suitable size GI box with modular plate and
cover in front on surface or in recess, including providing and
fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A
modular switch, connections etc. as required.
4
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1.38 Supplying and fixing call bell/ buzzer suitable for single phase,
230 V, complete as required.
2
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1.45 Installation, testing and commissioning of ceiling fan, including
wiring the down rods of standard length (upto 30 cm) with 1.5
sq. mm FRLS PVC insulated, copper conductor, single core cable,
including providing and fixing phenolic laminated sheet cover
on the fan box etc. as required.
6
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2.3 Supplying and fixing following way, single pole and neutral,
sheet steel, MCB distribution board, 240 V, on surface/ recess,
complete with tinned copper bus bar, neutral bus bar, earth
bar, din bar, interconnections, powder painted including
earthing etc. as required. (But without MCB/RCCB/Isolator)
2.3.1 6 way , Double door
2
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Supplying of pre-wired fluorescent lighting fixure (BAJAB/ Crompton/Phillips make) complete. Supperior finished extruded LED Batten 18 W or equivalent 1150mm nominal length, cool white….... LED 18 W equivalent includig lamps etc complete.
8
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Electric ceiling fan, capaciotr type, AC, sweep 1200mm conforming too IS374:2019 latest having 5 star rating.
6
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supplying and fixed follwing rating, Single pole, 415 watt, MCB in the existing MCB DB complete with connections, tesing and commissioning etc. etc as required. 40amps
1
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