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| 1 | BOQ Items |
| 2 | DISTRICT- KHORDHA, GODOWN & WATCMEN SHED CIVIL ABSTRACT ESTIMATE |
| 3 | DISTRICT- PURI, GODOWN & WATCMEN SHED CIVIL ABSTRACT ESTIMATE Summary for Construction of Godowns at different PACS/LAMPCS under RIDF Scheme,odisha (PACKAGE-3) SL.No. ITEM KHORDHA PURI AMOUNT( In Rs) AMOUNT( In Rs) |
| 4 | Godown along with associated works GRAND TOTAL COST OF PACKAGE-3 (Rs.) (Without GST) 0.0 PACKAGE - 3 DISTRICT- KHORDHA GODOWN & WATCMEN SHED CIVIL ABSTRACT ESTIMATE SL.No. Description of Item Unit Qnty. Rate in Rs. Amount in Rs. |
| 5 | Jungle Clearance Cleaning & grubbing road land including uprooting rank vegetation,grass,bushes,shurbes,sapling and trees girth upto 300mm ,removal of stumps of trees cut earier and disposal of unsevicable materials and stacking of servicable materials to be used or auctioned up to lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm thickness Sqm 561.07 0.0 |
| 6 | Surface Dressing Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.:All kinds of soil Sqm 561.07 0.0 |
| 7 | Earthwork Excavation (a) Earth work in hard soil or gravelly soil within 50 M initial lead and 1.5 M initial lift including rough dressing and breaking clods to maximum 5cm to 7cm. And laying in layers not exceeding 0.3 M in depth and as per direction of the Engineer-in-charge. cum 197.83 0.0 (b) Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general. cum 29.04 0.0 |
| 8 | Back Filling Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. cum 158.6 0.0 |
| 9 | Sand Filling Filling in foundation, trenches and plinth with river sand, well watered and compacted in layers of 150 to 200 mm, with top surface dressed and leveled to proper gradient including cost of all materials, conveyance, all taxes and royalties, loading and unloading, including cost of all labour, sundries ,T & P etc. All complete as per directions of the Engineer -in-charge. cum 229.37 0.0 |
| 10 | P.C.C(1:3:6) Providing and laying of Cement Concrete of grade 1: 3 :6 (1cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) of approved quality from quarry mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material,conveyance,royalties and taxes ,sundries ,T & P etc. & including the cost of centering and shuttering all complete as per the directions of Engineer-in-charge. cum 25.12 0.0 |
| 11 | P.C.C(1:2:4) Providing and laying of Cement concrete (1:2:4) with 12 mm size hard granite metal of approved quality from quarry mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material,conveyance,royalties and taxes ,sundries ,T & P etc. & including the cost of centering and shuttering all complete as per the directions of Engineer-in-charge. cum 0.0 |
| 12 | BACK FILLING Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layers by ramming and watering, lead up to 50m and lift up to 1.5 mt etc. including cost of all labour, sundries T & P etc complete in all respect as per the direction of Engineer-In-Charge. cum 171.88 0.0 |
| 13 | Fly Ash Brick Masonary(1:6)(F&P) BELOW PLINTH Providing Fly ash bricks masonry work using (250mmx120mmx80mm size) having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6). Immersing the bricks in water before use in all necessary projection splays cutting, circular moulding, corbelling etc. Including cost of conveyance ,taxes & royalties, loading and unloading of all materials & cost of all labour, scaffolding ,watering & curing ,sundries, T & P etc. complete as per the direction of Engineer-in-charge . cum 55.58 0.0 |
| 14 | Fly Ash Brick Masonary(1:6)(F&P) ABOVE PLINTH Providing Fly ash bricks masonry work using (250mmx120mmx80mm size) having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6). Immersing the bricks in water before use in all necessary projection splays cutting, circular moulding, corbelling etc. Including cost of conveyance ,taxes & royalties, loading and unloading of all materials & cost of all labour, scaffolding ,watering & curing ,sundries, T & P etc. complete as per the direction of Engineer-in-charge . cum 107.77 0.0 |
| 15 | R.C.C. M25 BELOW PLINTH RCC work M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days and finishing the exposed surface smooth providing grooves or beads wherever necessary including centering & shuttering cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect as per direction of the Engineer in charge. cum 84.89 0.0 |
| 16 | R.C.C. M25 ABOVE PLINTH RCC work M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days and finishing the exposed surface smooth providing grooves or beads wherever necessary including centering & shuttering cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect as per direction of the Engineer in charge. cum 28.34 0.0 |
| 17 | Reinforcement Providing, fixing in position TMT Fe-500 reinforcement bars for RCC work of required diameter of approved quality including straightening, cutting, bending, binding, welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer -in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) qntl 110.29 0.0 |
| 18 | Shuttering Rigid smooth centering and shuttering for R.C.C. works including false works and dismentalling then after casting including cost of materials complete in ground floor. a) Foundations, footings, bases of columns, etc.for mass concrete sqm 151.35 0.0 b) R.C.C. Beams, columns, grider and bressmer etc. sqm 152.929 0.0 1st floor Shuttering Rigid smooth centering and shuttering for R.C.C. works including false works and dismentalling then after casting including cost of materials complete in ground floor. b) R.C.C. Beams, columns, grider and bressmer etc. sqm 177.13 0.0 |
| 19 | A S Flooring Providing 2.5cm thick Grading Concrete (1:2:2) using 6mm size hard black granite crusher broken chips. including mixing, hoisting lowering and laying concrete and Punning with watering curing with cost, conveyance royalities and taxes of all materials etc. complete with 1% water proofing compound as per the direction of Engineer-in-charge. sqm 188.6 0.0 |
| 20 | G.I Sheeet 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 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Terrace Floor Sqm 0.0 |
| 21 | MS Fabrication and erection work Supplying, Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/ Tubular Structure (MS) confirming to Grade Yst 240-310, Tubular Structure:- made from steel hollow sections, ISI marked from SAIL/ RINL/ TATA/ JINDAL/APPOLO confirming to IS 1161/4923, thickness upto 10mm) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections, etc and applying a coat of enamel primer and paint , and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer- in- charge and incorporation of Engineer-in-Charge’s comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. Terrace Floor Kg 0.0 |
| 22 | Fly Ash Brick Masonary(1:6)(superstructure) Providing Fly ash bricks masonry work using (250mmx120mmx80mm size) having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6). Immersing the bricks in water before use in all necessary projection splays cutting, circular moulding, corbelling etc. Including cost of conveyance ,taxes & royalties, loading and unloading of all materials & cost of all labour, scaffolding ,watering & curing ,sundries, T & P etc. complete as per the direction of Engineer-in-charge . Ground Floor cum 0.0 |
| 23 | 16 mm outside Plastering (1:6) Providing 16mm thick cement plaster to the surface of brick masonry wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge sqm 500.26 0.0 |
| 24 | 12 mm inside Plastering (1:6) Providing 12mm thick cement plaster to the surface of brick masonry wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge sqm 345.62 0.0 |
| 25 | VDF FLOORING Finishing the top concrete surface of flooring laid under above item by providing vacuum dewatering system ”Trimix” including finishing the top using power trowels to a smooth and fair surface. Ground Floor sqm 0.0 |
| 26 | Rolling Shutter Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, 2 ball bearing, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 20.0 0.0 |
| 27 | External Painting Painting two coats with Water soluble weather coat paints of approved shade of approved make or equivalent over out side brick wall over a coat of primer, by means of brush to outside surface of new walls after scraping, cleaning the surface including all cost of materials, scaffolding, labour, watering & curing T&P etc complete as per direction of Engineer -in-charge. sqm 500.26 0.0 |
| 28 | Internal Painting Painting with two coats of Distemper to walls, one coat of primer on the plastered surface by means of rollers to give an even shade including cost of all materials, labour, conveyance, taxes, royalties, scaffolding, sundries, T&P etc, All complete as per the direction of the Engineer-in-charge sqm 354.62 0.0 |
| 29 | Plinth Protection Making plinth protection 50mm thick cement concrete 1:3:6 over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. sqm 54.0 0.0 |
| 30 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 31 | WBM Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) cum 17.25 0.0 |
| 32 | GALVALUME SHEET Providing and fixing colour coated galvalume profile sheets (Make- TATA/JSW) with the depth of 30 mm and pitch of corrugation 200 mm (Colour and shape of profile as approved by the Engineer-in-charge), 0.60 mm(TCT) total coated thickness( tolerance as per relevant IS code), material yield strength 550 MPa, galvalume AZ-150 GSM (both side inclusive) with regular modified polyester paint and coating of 20-25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as shown in drawing or as desired by engineer in charge and shall be fixed using stainless steel Hex cap headed self drilling/ tapping stainless steel screws M6, 50 mm long with 3 mm thick EPDM seal and Stainless steel stitching screw of size 19X2.5 mm excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. All screw should be sealed with silicon sealant. sqm 269.7 0.0 |
| 33 | Providing and fixing colour coated galvalume sheets roofing accessories (Make- TATA/JSW),0.60 mm total coated thickness (TCT), material yield strength 550 MPa, galvalume AZ150 GSM (both side inclusive) with regular modified polester paint and coating of 20-25 micron rmp on expose surface including primer and 7-10 micron epoxy coating on unexposed surface including primer using stainless steel self drilling/ tapping screws of size 6x50 mm with 3 mm thick EPDM seal and Stainless steel plain washer complete : Matching Profile ridge (500 - 600mm). |
| 34 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 705.81 0.0 |
| 35 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm) Sqm 14.4 0.0 |
| 36 | Supplying, Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/ Tubular Structure (MS) confirming to Grade Yst 350, ISI marked from SAIL/ RINL/ TATA/ JINDAL/APPOLO confirming to IS 1161/4923, thickness upto 10mm) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections, etc and applying a coat of enamel primer, and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer- in- charge and incorporation of Engineer-in-Charge’s comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. |
| 37 | Painting 2 coats with any approved enamel paint on new / old wood & iron work over one coat of primer with any approved primer including cost of paint & labour. |
| 38 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10 mm and down gauge), includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as perstandard design : |
| 39 | Damp Proof Course Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) Sqm 3.15 0.0 |
| 40 | Providing 6 mm thick cement plaster to the surface of ceilingl with cement mortar (1:3) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge Sqm 9.0 0.0 |
| 41 | DOOR & Window Providing and fixing 1mm thick M.S. sheet steel door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners all necessary fittings complete, including applying a priming coat of approved steel primer.Note: fittings like bush hinges, handles, tower bolts, sliding door bolts shall be as per drawing sqm 2.97 0.0 |
| 42 | Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete. Kg 254.86 0.0 TOTAL (A) 0.0 GODOWN AND WATCHMENSHED ELECTRICAL ABSTRACT ESTIMATE |
| 43 | Recessed wiring to light point /exhaust fan point with 1.5 sq mm FR PVC insulated single core multistand copper conductor of ISI marked with 25 mm dia non - metallic ISI mark PVC conduit with 5/6 Amp. 250 V modular type switch ISI marked ceiling rose ISI marked mounted on G.I modular Box having modular base & cover of suitable size, M.S box with 1.5 sq mm FR PVC Insulated single core multistraned copper conductor as earth wire including all accessories and connection as per diection of Engineer - in - charge. (Make of wire Finolex/ L & T/ Anchor/ Havells/ V Guard) as per rate of work Department i.e GED a) Wiring to Light Point Nos. 18.0 0.0 b) Wiring to Fan Point with fan hook Nos. 2.0 0.0 c) Wiring to Exhaust Fan Point Nos. 3.0 0.0 |
| 44 | Recessed (concealed) circuit sub-main wiring in 25 mm diameter ISC PVC Conduct for two run with single core, P.V.C. insulated unsealed wire of copper conductor of 650/1100 volt with insulated earth continuity wire of copper conductor complete with all connections. (Make of wire:- Finolex/L&T/Anchor/Havells/V-guard) a) Circuit wiring with 2 X 2.5 sq. mm (3/20 SWG) From PDB to 5 A socket and switch board Mtr. 140.0 0.0 |
| 45 | Supplying & Fixing of Ceiling rose |
| 46 | Supply and fixing of 15/16 Amps 230 volt 3/5 pin Modular type wall socket with switch with 4 sqmm coper wire including all connections. |
| 47 | Supply and fixing of finish type miniature circuit Breaker (M.C.B.)of finish type in steel Hushing with neutral link Bar of current rating 200 amps duly concealed in wall surface with all connections fixed on the face of the B.D.B Board (current Breaking capacity 9 K.A.) with SP & N M. C. C.B. a) 08 Way BDB Nos. 2.0 0.0 |
| 48 | Supply and fixing of25X6 mm size copper Flat in Electrical Duct from main Control panel room in the ground floor basement to the top floor as rising earth bus duly fixed on the M.S. Bracket complete with all accessories. |
| 49 | Supply and fixing of standard earthing with 40mm diameter G.I. Pipe 3 meter long. 12mm diameter 15cm. holes 40mm diameter flange at top with R.C.C. earth pit chamber, masonary wall work, Alternate layer of charcoal and salt, complete with all accessories. |
| 50 | Supply ,fixing ,testing & commission T-5/LED tube light fitting of all sizes complete with all accessories and tube ect . including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earting as required. |
| 51 | Supply ,fixing ,testing & commissioning Ceiling Fan of all sizes complete with all accessories ect . directly on ceiling ,including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earting as required. (make Crompton, Bajaj, Orient) |
| 52 | Supply ,fixing ,testing & commissioning of Exhust fan of all sizes complete with all accessories etc. including connection and earting as required. |
| 53 | Supply ,installation,testing and commissing of 32 Amps DP main switch of following capacity (IS 13940 part 3/1993) on existing surface / wall mounting and complete with HRC fuse links interconnections,earthing etc as required. |
| 54 | Wiring for group controlled (looped) light point/ fan point/ exhaust fan point/ call bell point (without independent switch etc) 1.5 sq.mm FRLS PVC insulated copper conductor single core cable including surface/ recessed PVC conduit and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc.as required. (Make of wire:- Finolex/L&T/Anchor/Havells/V-guard) |
| 55 | Wiring for circuit/ submain wiring along with earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable including surface/ recessed PVC conduit as required. (Make of wire:- Finolex/L&T/Anchor/Havells/V-guard) a) 2x 6 sqmm+ 1x 6 sqmm earth wire ( panel to light DB) meter 50.0 0.0 b) 2x 10 sqmm+ 1x 6 sqmm earth wire (Panel to power DB) meter 50.0 0.0 |
| 56 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable including surface/ recessed PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthingas required. (Make of wire:- Finolex/L&T/Anchor/Havells/V-guard) |
| 57 | 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 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. |
| 58 | Supplying and fixing modular blanking plate on the existing modular plate andswitch box excluding modular plate as required. |
| 59 | Supplying and Laying the following 1100V grade XLPE Insulated Aluminum Conductor Armoured cables, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS code and technical specifications. a) 4C x 10 sq.mm. copper ARM. XLPE cable meter 35.0 0.0 Total (B) 0.0 DISMANTLING ABSTRACT ESTIMATE |
| 60 | Dismantling brick or stone masonry in lime or cement mortar under 3mtr height including stacking the useful materials for reuse and removing the debris within 50m lead. Per 1 cum |
| 61 | Dismantling and removing R.C.C. columns, beams, slab, staircase, landing and lintels including stacking the useful materials for reuse and removing the debris within 50m lead. Per 1 cum |
| 62 | Dismantling and removing R.C.C. columns, beams, slab, staircase, landing and lintels including stacking the useful materials for reuse and removing the debris within 50m lead. |
| 63 | Dismantling and removing lime concrete flooring 2.5cm thick A.S. flooring including stacking the useful materials for reuse and removing the debris within 50m lead. Per 1 sqm |
| 64 | Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead. Per 1 sqm |
| 65 | Dismantling of cement concrete Grade M-15 and M-20 including T&P and scaffloding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable materials with all lifts and lead of 1000 meters. |
| 66 | Dismantling G.C.I. or A.C. sheet roofing after carefully removing the bolts and nuts including stacking the useful materials for reuse and removing the debris within 50m lead. Per 1 sqm |
| 67 | Dismantling steel work in all type of sections upto a height of 5 m above plinth level including T&P and scaffloding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable materials with all lifts and lead of 1000 meters excluding cutting of rivet but including dismembering. Total (C) 0.0 TUBEWELL ABSTRACT ESTIMATE |
| 68 | supplying all materials labour, T & P and setting up borring equipments including erection of suitable staging for installation of required size of tube wells, dismentalling & removing the same after completion of the work including transportation of borring equipments clearing & levelling the site excavation of mud pit channel etc all complete as per direction of engineer in charge. |
| 69 | Labour for drilling a perfectly vertical borehole at specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the whole hammer drilling rigs (650clm/200bsi) or combination drilling rigs as required to surt the site condition as per the direction of engineer in charge including use of own rigs with its accessories tools and panaels and consumaers etc for lowering of 125 mm dia P.V.C/G.I pipes for housing, filted with socket and with or without well screen as per the necessary for soft, medioum, hard and boulder formation (G.I/P.V.C casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of (tube well). |
| 70 | Lowering the following size G.I/ PVC pipes with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical position, including cutting and threading pipe and slotted pipe and supplying and fixing all jointing materials, tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above. |
| 71 | Cleaning and developing the tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per the direction of Engineer-in-Charge. |
| 72 | Supplying of all materials, labour,T&P and Construction of cement concrete platform of IM II hand pump as per UNICEF specifications of 1.85 mtr dia with C.C (1:2:4) as per approved design and as per direction of Engineer- In-Charge. |
| 73 | Supplying all materials, labour, tools and plant and withdrawing casing pipes from the unsuccessful bore and depositing in the departmental store in good condition. |
| 74 | Cost of ISI marked Indian Mark-II Hand Pump set with 32mm GI riser pipe 24 mtrs and B.S connecting rod-8Nos (L S.) |
| 75 | Supplying all labour,tools, plant, Fitting, fixing of IM II Hand pump and tube well |
| 76 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel/fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 5.0 0.0 |
| 77 | Supplying all materials labour T&P for fitting & joining of the following PVC pipe of schedule-80 confirming to ASIM-D-1785 to use as caseing pipe with fitting, cutting, threading to pipe as per the direction of the Engineer – in – charge , cost , conveyance of all materials labours, all taxes etc all complete. Mtr 90.0 0.0 Total (D) 0.0 TOTAL FOR ONE GODOWN OF THIS DISTRICT (A+B+C+D) 0.0 NUMBER OF GODOWNS IN THIS DISTRICT = 2.0 GRAND TOTAL = 0.0 PACKAGE - 3 DISTRICT- PURI GODOWN & WATCMEN SHED CIVIL ABSTRACT ESTIMATE SL.No. Description of Item Unit Qnty. Rate in Rs. Amount in Rs. |
| 78 | Jungle Clearance Cleaning & grubbing road land including uprooting rank vegetation,grass,bushes,shurbes,sapling and trees girth upto 300mm ,removal of stumps of trees cut earier and disposal of unsevicable materials and stacking of servicable materials to be used or auctioned up to lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm thickness Sqm 561.07 0.0 |
| 79 | Surface Dressing Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.:All kinds of soil Sqm 561.07 0.0 |
| 80 | Earthwork Excavation (a) Earth work in hard soil or gravelly soil within 50 M initial lead and 1.5 M initial lift including rough dressing and breaking clods to maximum 5cm to 7cm. And laying in layers not exceeding 0.3 M in depth and as per direction of the Engineer-in-charge. cum 197.83 0.0 (b) Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general. cum 29.04 0.0 |
| 81 | Back Filling Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. cum 158.6 0.0 |
| 82 | Sand Filling Filling in foundation, trenches and plinth with river sand, well watered and compacted in layers of 150 to 200 mm, with top surface dressed and leveled to proper gradient including cost of all materials, conveyance, all taxes and royalties, loading and unloading, including cost of all labour, sundries ,T & P etc. All complete as per directions of the Engineer -in-charge. cum 229.37 0.0 |
| 83 | P.C.C(1:3:6) Providing and laying of Cement Concrete of grade 1: 3 :6 (1cement : 3 sand : 6 graded stone aggregate 20 mm nominal size ) of approved quality from quarry mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material,conveyance,royalties and taxes ,sundries ,T & P etc. & including the cost of centering and shuttering all complete as per the directions of Engineer-in-charge. cum 25.12 0.0 |
| 84 | P.C.C(1:2:4) Providing and laying of Cement concrete (1:2:4) with 12 mm size hard granite metal of approved quality from quarry mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material,conveyance,royalties and taxes ,sundries ,T & P etc. & including the cost of centering and shuttering all complete as per the directions of Engineer-in-charge. cum 0.0 |
| 85 | BACK FILLING Filling available excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layers by ramming and watering, lead up to 50m and lift up to 1.5 mt etc. including cost of all labour, sundries T & P etc complete in all respect as per the direction of Engineer-In-Charge. cum 171.88 0.0 |
| 86 | Fly Ash Brick Masonary(1:6)(F&P) BELOW PLINTH Providing Fly ash bricks masonry work using (250mmx120mmx80mm size) having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6). Immersing the bricks in water before use in all necessary projection splays cutting, circular moulding, corbelling etc. Including cost of conveyance ,taxes & royalties, loading and unloading of all materials & cost of all labour, scaffolding ,watering & curing ,sundries, T & P etc. complete as per the direction of Engineer-in-charge . cum 55.58 0.0 |
| 87 | Fly Ash Brick Masonary(1:6)(F&P) ABOVE PLINTH Providing Fly ash bricks masonry work using (250mmx120mmx80mm size) having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6). Immersing the bricks in water before use in all necessary projection splays cutting, circular moulding, corbelling etc. Including cost of conveyance ,taxes & royalties, loading and unloading of all materials & cost of all labour, scaffolding ,watering & curing ,sundries, T & P etc. complete as per the direction of Engineer-in-charge . cum 107.77 0.0 |
| 88 | R.C.C. M25 BELOW PLINTH RCC work M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days and finishing the exposed surface smooth providing grooves or beads wherever necessary including centering & shuttering cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect as per direction of the Engineer in charge. cum 84.89 0.0 |
| 89 | R.C.C. M25 ABOVE PLINTH RCC work M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days and finishing the exposed surface smooth providing grooves or beads wherever necessary including centering & shuttering cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect as per direction of the Engineer in charge. cum 28.34 0.0 |
| 90 | Reinforcement Providing, fixing in position TMT Fe-500 reinforcement bars for RCC work of required diameter of approved quality including straightening, cutting, bending, binding, welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer -in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) qntl 110.29 0.0 |
| 91 | Shuttering Rigid smooth centering and shuttering for R.C.C. works including false works and dismentalling then after casting including cost of materials complete in ground floor. a) Foundations, footings, bases of columns, etc.for mass concrete sqm 151.35 0.0 b) R.C.C. Beams, columns, grider and bressmer etc. sqm 152.929 0.0 1st floor Shuttering Rigid smooth centering and shuttering for R.C.C. works including false works and dismentalling then after casting including cost of materials complete in ground floor. b) R.C.C. Beams, columns, grider and bressmer etc. sqm 177.13 0.0 |
| 92 | A S Flooring Providing 2.5cm thick Grading Concrete (1:2:2) using 6mm size hard black granite crusher broken chips. including mixing, hoisting lowering and laying concrete and Punning with watering curing with cost, conveyance royalities and taxes of all materials etc. complete with 1% water proofing compound as per the direction of Engineer-in-charge. sqm 188.6 0.0 |
| 93 | G.I Sheeet 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 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Terrace Floor Sqm 0.0 |
| 94 | MS Fabrication and erection work Supplying, Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/ Tubular Structure (MS) confirming to Grade Yst 240-310, Tubular Structure:- made from steel hollow sections, ISI marked from SAIL/ RINL/ TATA/ JINDAL/APPOLO confirming to IS 1161/4923, thickness upto 10mm) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections, etc and applying a coat of enamel primer and paint , and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer- in- charge and incorporation of Engineer-in-Charge’s comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. Terrace Floor Kg 0.0 |
| 95 | Fly Ash Brick Masonary(1:6)(superstructure) Providing Fly ash bricks masonry work using (250mmx120mmx80mm size) having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6). Immersing the bricks in water before use in all necessary projection splays cutting, circular moulding, corbelling etc. Including cost of conveyance ,taxes & royalties, loading and unloading of all materials & cost of all labour, scaffolding ,watering & curing ,sundries, T & P etc. complete as per the direction of Engineer-in-charge . Ground Floor cum 0.0 |
| 96 | 16 mm outside Plastering (1:6) Providing 16mm thick cement plaster to the surface of brick masonry wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge sqm 500.26 0.0 |
| 97 | 12 mm inside Plastering (1:6) Providing 12mm thick cement plaster to the surface of brick masonry wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge sqm 345.62 0.0 |
| 98 | VDF FLOORING Finishing the top concrete surface of flooring laid under above item by providing vacuum dewatering system ”Trimix” including finishing the top using power trowels to a smooth and fair surface. Ground Floor sqm 0.0 |
| 99 | Rolling Shutter Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, 2 ball bearing, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 20.0 0.0 |
| 100 | External Painting Painting two coats with Water soluble weather coat paints of approved shade of approved make or equivalent over out side brick wall over a coat of primer, by means of brush to outside surface of new walls after scraping, cleaning the surface including all cost of materials, scaffolding, labour, watering & curing T&P etc complete as per direction of Engineer -in-charge. sqm 500.26 0.0 |
| 101 | Internal Painting Painting with two coats of Distemper to walls, one coat of primer on the plastered surface by means of rollers to give an even shade including cost of all materials, labour, conveyance, taxes, royalties, scaffolding, sundries, T&P etc, All complete as per the direction of the Engineer-in-charge sqm 354.62 0.0 |
| 102 | Plinth Protection Making plinth protection 50mm thick cement concrete 1:3:6 over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. sqm 54.0 0.0 |
| 103 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 104 | WBM Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) cum 17.25 0.0 |
| 105 | GALVALUME SHEET Providing and fixing colour coated galvalume profile sheets (Make- TATA/JSW) with the depth of 30 mm and pitch of corrugation 200 mm (Colour and shape of profile as approved by the Engineer-in-charge), 0.60 mm(TCT) total coated thickness( tolerance as per relevant IS code), material yield strength 550 MPa, galvalume AZ-150 GSM (both side inclusive) with regular modified polyester paint and coating of 20-25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as shown in drawing or as desired by engineer in charge and shall be fixed using stainless steel Hex cap headed self drilling/ tapping stainless steel screws M6, 50 mm long with 3 mm thick EPDM seal and Stainless steel stitching screw of size 19X2.5 mm excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. All screw should be sealed with silicon sealant. sqm 269.7 0.0 |
| 106 | Providing and fixing colour coated galvalume sheets roofing accessories (Make- TATA/JSW),0.60 mm total coated thickness (TCT), material yield strength 550 MPa, galvalume AZ150 GSM (both side inclusive) with regular modified polester paint and coating of 20-25 micron rmp on expose surface including primer and 7-10 micron epoxy coating on unexposed surface including primer using stainless steel self drilling/ tapping screws of size 6x50 mm with 3 mm thick EPDM seal and Stainless steel plain washer complete : Matching Profile ridge (500 - 600mm). |
| 107 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 705.81 0.0 |
| 108 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm) Sqm 14.4 0.0 |
| 109 | Supplying, Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/ Tubular Structure (MS) confirming to Grade Yst 350, ISI marked from SAIL/ RINL/ TATA/ JINDAL/APPOLO confirming to IS 1161/4923, thickness upto 10mm) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections, etc and applying a coat of enamel primer, and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer- in- charge and incorporation of Engineer-in-Charge’s comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. |
| 110 | Painting 2 coats with any approved enamel paint on new / old wood & iron work over one coat of primer with any approved primer including cost of paint & labour. |
| 111 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10 mm and down gauge), includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as perstandard design : |
| 112 | Damp Proof Course Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) Sqm 3.15 0.0 |
| 113 | Providing 6 mm thick cement plaster to the surface of ceilingl with cement mortar (1:3) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge Sqm 9.0 0.0 |
| 114 | DOOR & Window Providing and fixing 1mm thick M.S. sheet steel door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners all necessary fittings complete, including applying a priming coat of approved steel primer.Note: fittings like bush hinges, handles, tower bolts, sliding door bolts shall be as per drawing sqm 2.97 0.0 |
| 115 | Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete. Kg 254.86 0.0 TOTAL (A) 0.0 GODOWN AND WATCHMENSHED ELECTRICAL ABSTRACT ESTIMATE |
| 116 | Recessed wiring to light point /exhaust fan point with 1.5 sq mm FR PVC insulated single core multistand copper conductor of ISI marked with 25 mm dia non - metallic ISI mark PVC conduit with 5/6 Amp. 250 V modular type switch ISI marked ceiling rose ISI marked mounted on G.I modular Box having modular base & cover of suitable size, M.S box with 1.5 sq mm FR PVC Insulated single core multistraned copper conductor as earth wire including all accessories and connection as per diection of Engineer - in - charge. (Make of wire Finolex/ L & T/ Anchor/ Havells/ V Guard) as per rate of work Department i.e GED a) Wiring to Light Point Nos. 18.0 0.0 b) Wiring to Fan Point with fan hook Nos. 2.0 0.0 c) Wiring to Exhaust Fan Point Nos. 3.0 0.0 |
| 117 | Recessed (concealed) circuit sub-main wiring in 25 mm diameter ISC PVC Conduct for two run with single core, P.V.C. insulated unsealed wire of copper conductor of 650/1100 volt with insulated earth continuity wire of copper conductor complete with all connections. (Make of wire:- Finolex/L&T/Anchor/Havells/V-guard) a) Circuit wiring with 2 X 2.5 sq. mm (3/20 SWG) From PDB to 5 A socket and switch board Mtr. 140.0 0.0 |
| 118 | Supplying & Fixing of Ceiling rose |
| 119 | Supply and fixing of 15/16 Amps 230 volt 3/5 pin Modular type wall socket with switch with 4 sqmm coper wire including all connections. |
| 120 | Supply and fixing of finish type miniature circuit Breaker (M.C.B.)of finish type in steel Hushing with neutral link Bar of current rating 200 amps duly concealed in wall surface with all connections fixed on the face of the B.D.B Board (current Breaking capacity 9 K.A.) with SP & N M. C. C.B. a) 08 Way BDB Nos. 2.0 0.0 |
| 121 | Supply and fixing of25X6 mm size copper Flat in Electrical Duct from main Control panel room in the ground floor basement to the top floor as rising earth bus duly fixed on the M.S. Bracket complete with all accessories. |
| 122 | Supply and fixing of standard earthing with 40mm diameter G.I. Pipe 3 meter long. 12mm diameter 15cm. holes 40mm diameter flange at top with R.C.C. earth pit chamber, masonary wall work, Alternate layer of charcoal and salt, complete with all accessories. |
| 123 | Supply ,fixing ,testing & commission T-5/LED tube light fitting of all sizes complete with all accessories and tube ect . including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earting as required. |
| 124 | Supply ,fixing ,testing & commissioning Ceiling Fan of all sizes complete with all accessories ect . directly on ceiling ,including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earting as required. (make Crompton, Bajaj, Orient) |
| 125 | Supply ,fixing ,testing & commissioning of Exhust fan of all sizes complete with all accessories etc. including connection and earting as required. |
| 126 | Supply ,installation,testing and commissing of 32 Amps DP main switch of following capacity (IS 13940 part 3/1993) on existing surface / wall mounting and complete with HRC fuse links interconnections,earthing etc as required. |
| 127 | Wiring for group controlled (looped) light point/ fan point/ exhaust fan point/ call bell point (without independent switch etc) 1.5 sq.mm FRLS PVC insulated copper conductor single core cable including surface/ recessed PVC conduit and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc.as required. (Make of wire:- Finolex/L&T/Anchor/Havells/V-guard) |
| 128 | Wiring for circuit/ submain wiring along with earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable including surface/ recessed PVC conduit as required. (Make of wire:- Finolex/L&T/Anchor/Havells/V-guard) a) 2x 6 sqmm+ 1x 6 sqmm earth wire ( panel to light DB) meter 50.0 0.0 b) 2x 10 sqmm+ 1x 6 sqmm earth wire (Panel to power DB) meter 50.0 0.0 |
| 129 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable including surface/ recessed PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthingas required. (Make of wire:- Finolex/L&T/Anchor/Havells/V-guard) |
| 130 | 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 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. |
| 131 | Supplying and fixing modular blanking plate on the existing modular plate andswitch box excluding modular plate as required. |
| 132 | Supplying and Laying the following 1100V grade XLPE Insulated Aluminum Conductor Armoured cables, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS code and technical specifications. a) 4C x 10 sq.mm. copper ARM. XLPE cable meter 35.0 0.0 Total (B) 0.0 DISMANTLING ABSTRACT ESTIMATE |
| 133 | Dismantling brick or stone masonry in lime or cement mortar under 3mtr height including stacking the useful materials for reuse and removing the debris within 50m lead. Per 1 cum |
| 134 | Dismantling and removing R.C.C. columns, beams, slab, staircase, landing and lintels including stacking the useful materials for reuse and removing the debris within 50m lead. Per 1 cum |
| 135 | Dismantling and removing R.C.C. columns, beams, slab, staircase, landing and lintels including stacking the useful materials for reuse and removing the debris within 50m lead. |
| 136 | Dismantling and removing lime concrete flooring 2.5cm thick A.S. flooring including stacking the useful materials for reuse and removing the debris within 50m lead. Per 1 sqm |
| 137 | Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead. Per 1 sqm |
| 138 | Dismantling of cement concrete Grade M-15 and M-20 including T&P and scaffloding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable materials with all lifts and lead of 1000 meters. |
| 139 | Dismantling G.C.I. or A.C. sheet roofing after carefully removing the bolts and nuts including stacking the useful materials for reuse and removing the debris within 50m lead. Per 1 sqm |
| 140 | Dismantling steel work in all type of sections upto a height of 5 m above plinth level including T&P and scaffloding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable materials with all lifts and lead of 1000 meters excluding cutting of rivet but including dismembering. Total (C) 0.0 TUBEWELL ABSTRACT ESTIMATE |
| 141 | supplying all materials labour, T & P and setting up borring equipments including erection of suitable staging for installation of required size of tube wells, dismentalling & removing the same after completion of the work including transportation of borring equipments clearing & levelling the site excavation of mud pit channel etc all complete as per direction of engineer in charge. |
| 142 | Labour for drilling a perfectly vertical borehole at specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the whole hammer drilling rigs (650clm/200bsi) or combination drilling rigs as required to surt the site condition as per the direction of engineer in charge including use of own rigs with its accessories tools and panaels and consumaers etc for lowering of 125 mm dia P.V.C/G.I pipes for housing, filted with socket and with or without well screen as per the necessary for soft, medioum, hard and boulder formation (G.I/P.V.C casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of (tube well). |
| 143 | Lowering the following size G.I/ PVC pipes with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical position, including cutting and threading pipe and slotted pipe and supplying and fixing all jointing materials, tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above. |
| 144 | Cleaning and developing the tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per the direction of Engineer-in-Charge. |
| 145 | Supplying of all materials, labour,T&P and Construction of cement concrete platform of IM II hand pump as per UNICEF specifications of 1.85 mtr dia with C.C (1:2:4) as per approved design and as per direction of Engineer- In-Charge. |
| 146 | Supplying all materials, labour, tools and plant and withdrawing casing pipes from the unsuccessful bore and depositing in the departmental store in good condition. |
| 147 | Cost of ISI marked Indian Mark-II Hand Pump set with 32mm GI riser pipe 24 mtrs and B.S connecting rod-8Nos (L S.) |
| 148 | Supplying all labour,tools, plant, Fitting, fixing of IM II Hand pump and tube well |
| 149 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel/fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 5.0 0.0 |
| 150 | Supplying all materials labour T&P for fitting & joining of the following PVC pipe of schedule-80 confirming to ASIM-D-1785 to use as caseing pipe with fitting, cutting, threading to pipe as per the direction of the Engineer – in – charge , cost , conveyance of all materials labours, all taxes etc all complete. Mtr 90.0 0.0 Total (D) 0.0 TOTAL FOR ONE GODOWN OF THIS DISTRICT (A+B+C+D) 0.0 NUMBER OF GODOWNS IN THIS DISTRICT = 3.0 GRAND TOTAL = 0.0 Please Enable Macros to View BoQ information |