Directorate General Defence Estates Tender
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Costs
EMD
₹ 1,37,500Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DGDE_680657_1Bid Award Id
ViewTender No
DCB/8/EandM/C-11/2024-25Tender Authority
Directorate General Defence Estates ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
BOQ Items
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Supplying and fixing into bore hole 200mm (8”) dia MS casing pipe heavy duty, 5.20 mm thick ERW in any length having socketed ends all as specified and directed by Engineer-in-Charge, including providing collars & welding of pipes.
250
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Supply & fixing well cap 200mm (8”) dia with internal & external threads and welded handles fabricated from MS sheet 3.15mm thick all as specified & directed by Engineer-in-Charge.
6
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Supplying and fixing housing clamp for 200mm dia pipe with 25mmdia bolts & nuts, fabricated from MS flat of 75 x 6mm thick all as specified and directed by Engineer-in-Charge.
6
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Development of tube well with air compressor of rating 450 cfm for 72 hours all as directed by Engineer-in-Charge.
6
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-ditto-, but for additional hours beyond 72 hours.
100
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Supply & packing pea gravel of size 2.5mm around casing pipe all as specified and directed by Engineer-in Charge.
50
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M/S P.C.C. platform of size 600mmx600mm,200mm thick out of which 100mm below ground level and 100 mm above ground level in Cement concrete 1:1.5:3 type A-1 , including excavations and providing 3 Nos, 80mm GI pipe medium duty of 1.5. mt length all as directed by Engineer in Charge
5
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Supplying/fixing and lowering into bore hole centering guides made of flat ring and ribs size 25mm x 3mm suitable for 200mm dia casing pipe.
5
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Supplying/ fixing lowering of 200mm dia, 5.20 mm thick, welded slotted pipe MS Tube any length with longitudinally and circumferential slots male and female ends compressed all as specified by Engineer-in-Charge, including providing collars & welding of pipes.
150
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ditto- but 150mm dia 4.85 mm thick
350
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Material and labour for yield testing of tubewell by continuous run with suitable equipment all as per IS-2800 Part II of 1979 including complete testing of water suitable for drinking purpose as per IS-10500 of 1991 from testing Laboratory approved by Engineer-in- Charge and report shall be submitted to Engineer-in- Charge. The well shall be tested 24 hours continuous after development of the well to ascertain the yield. The air compressor /higher capacity pump required for the development of the well by means of over pumping shall be arranged by the contractor at his own arrangement complete all as specified and directed.
4
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Material and labour for test of bore with electro logging through computerized composite litho log machine at site by ground water consultant and in innovative engineer and submitting complete result pertaining to water strata and recommendation to tap water by providing slotted pipe all as required complete all as specified and directed by Engineer –in- Charge.
4
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Schedule 'A' (Section II)
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Supplying & fixing of sluice valve 80mm (3”) dia bore with flanged ends any pattern including nuts and bolts washers and rubber ring complete all as specified.
4
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Supply & fixing reflux valve without by pass arrangement with flanged ends any pattern suitable for 80mm (3”) dia pipe including nut, bolt, washers packing gasket etc. complete all as specified and directed by Engineer-in-Charge
4
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S/F assembling, lowering, commissioning and testing of submersible pump set suitable for discharge of 4000 gallons per hour at 100 mt head make BS/ Kirloskar/KSB tied with steel wire rope top to bottom to secure the pump set complete, the pumps shall be lowered in the borewell alongwith steel wire rope & size 10mm dia for securing the pumps properly.
4
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Providing and fixing PVC insulated submersible cable with copper conductor 4.00Sqmm size, 3 core copper conductor.(Finolex)
750
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Supplying/fixing and lowering of column pipe of size 80mm dia (3”) GI pipe medium grade, in the borewell in the length of 10 feet screwed flanged with nut, bolts, washers, packing including assembling for submersible pump set as directed by Engineer-in-Charge.
400
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Supplying/fixing main switch TPN 63 Amps. suitable for 415 volts including making connections.
4
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S/F of LT control panel of 400/440 volts 50 HZ made out of 1.6mm thick MS sheet with spray painting with synthetic enameled paint suitable to mount on floor and consisting of the following:-a. Bus-bar TPN 100Amps - 1 Set
b. MCCB 63Amps - 2 No.
c. MCCB 32 Amps - 2 No.
d. Star-delta starter fully automatic suitable for 10 HP Motor - 1 No.(L & T)
e. Single phase preventor suitable for 10 HP motor.
f. Pump guard for the protection against single phasing reverse running over loading reverse running. - 1 No.
g. Volt meter 0-500volts range with selector switch. - 1 No.
h. Ameter meter 0-60 amp with CT’s & with selector switch - 1 No
i. Indicating lamp with bulb complete – 1 set. j. Single phase preventor VSP – 2 - 1No. k. Central copper cable of suitable size for inter connection of panel accessories - 1 Job
4
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M/L PVC insulated armoured heavy duty electric cable with aluminum conductor, 1100volt grade cross sectional area 35mm 3.50core
400
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S/F of water meter of 80mm dia with flanged ends any pattern suitable for 80mm dia pipe including, nuts, washers, packing gasket etc complete
4
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S/F and testing of Y strainers with drain valve 80mm dia.
4
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M/L Masonary chamber 90cm x 90cm x 100cm with class designation 75 brick work in cement mortar 1:4 (1 Cement: 4 Coarse sand) for sluice valve, with CI surface box 100mm top dia 160mm bottom dia and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix type B-1, necessary excavation, foundation concrete 1:4:8, Type D-2 and inside plastering with cement mortar 1:3 (1 cement : 3 Coarse sand) 15mm thick finished with a floating coat of neat cement complete as per standard design as specified/directed by Engineer-in-charge.
1
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S/f housing clamp for 80 mm dia pipe with 15mm dia bolts nuts fabricated from MS flat of 50 x 6 mm all as specified and directed by engineer-in-Charge
4
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M/L providing 80mm dia mild steel Galvanized pipes with all fittings laid in trenches all as specified & directed by Engineer-in-charge
300
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Schedule 'A' (Section III)
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Excavation over areas, not exceeding 1.5 mt deep and getting out in any type of soil.
15
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Excavation in trenches, not exceeding 1.5 mt wide and not exceeding 1.5 mt in depth; for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqmt on plan and not exceeding 1.5 mt in depth and getting out in any type of soil.
600
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Returning, filling in earth, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick.
60
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Removal of excavated/demolished material exc. 1.5 km but not exc. 5.00 km and depositing where directed by Engineer –in-charge.
200
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Providing cement concrete in foundations, filling and mass-concrete, type D-2, 1 : 4 : 8 mix (1 cement :4 coarse sand : 8, 40 mm graded stone aggregate).
4
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M&L, cement concrete in surface channels and drains. Type A-1, 1 : 1.5:3 (1 cement : 1- ½ Coarse sand : 3, 20 mm graded stone aggregate) including finishing surface even and smooth with extra cement as floating coat.
3
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Providing cement concrete in roof kerbs or mud stops, rounded or chamfered on edge with B-1 Type, 1 : 1.5:3 mix (1 cement : 5 coarse sand : 3, 20 mm graded stone aggregate).
2
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Providing cement concrete in lintels up to 1.5 mt. clear span, cills, steps, seismic and other similar bands , plinth courses, string courses, lacing courses parapets and railings up to 60 cm in height, copings, kneelers, apex stone, bed plates, kerbs water troughs and the like including weathering, slightly rounded or Chamfered angle and throating as directed by Engineer-in-Charge with A-1 type 1 : 1.5 : 3 mix (1 cement 1.5 coarse sand : 3, 20 mm graded stones aggregate). Including hold fast concrete.
2
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Providing & laying reinforced cement concrete in foundation and including rafts, footings, foundation beams, plinth beams, bases for columns etc.; and mass cement concrete using M-25, Design mix concrete.
8
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-Do- but reinforced cement concrete in slabs; supported on walls, beams and columns; in floors, roofs, landings balconies, canopies, deck slabs and in shelves and the like, with using M-25, Design mix concrete.
4
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-Do- but Providing reinforced cement concrete in chajjas,Arches and like and using M-25, Design mix concrete.
2.5
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- Do- but providing reinforced cement concrete in beams, cantilevers, brassummers, lintels over 1.5 mt span with using M-25, Design mix concrete.
8
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Providing reinforced cement concrete in columns, pillars, piers, posts and struts using M-25, Design mix concrete.
5
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-Do- providing reinforced cement concrete in chullah hoods; stairways (except spiral staircases) including steps (Square oruried), string pieces, carriages, etc, but excluding landings; RCC water tanks up to 1500 liters with using M-25, Design mix concrete.
2
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Supply and mixing integral water proofing compound conforming to IS 2645-1975.
30
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M&L brick work with Sub Class B bricks straight or curved on plan exc. 6 M mean radius built in Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) complete all as specified and directed by Engineer-in-Charge
20
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Form work to sides of concrete foundations footings, bases of columns, raft and raft beams sides and soffits (if any) or foundation and plinth beams, and similar work; vertical or to batter for fair finished surfaces.
80
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Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (horizontal or sloping) for fair finished surfaces.
40
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Form work to sides and soffits of floor or roof beams, beam hunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc, also splays between floors and beams, etc. for fair finished surface.
25
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Form work to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surfaces of concrete rectangular, square or polygonal shape.
80
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Form work to edges of concrete flats, treads, break in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc. 10 cm but not exc. 20 cm wide for fair finished surfaces.
65
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Form work to Chulla hoods, chhajjas, troughs and similar items including edges for fair finished surfaces.
10
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Filling hollow of frame with plain cement concrete 1:3:6 type C-1 using 20 mm graded, coarse aggregate as directed by the Engineer-in-Charge.
1
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Supplied and fixed framed work such as grills, gratings, railings, etc., with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe-410-0 or Fe 310-0.
100
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Supplying and fixing mild steel ventilators fixed type, with glazing bars all as directed by Engineer-in- Charge.
10
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Supplying and fixing mild steel windows with side hung shutters including projecting type hinges with steel handle and steel peg stay, M.S. tower bolts 100mm long two nos. in each window complete with glazing bars, dovetailed or welder
15
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Supplying and fixing framed work as in doors or gates of angle or other section with gusset plates, rails ,braces etc., complete drilled for fixing of steel sheeting or other covering doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging, also fastening and fixing complete.
120
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Mild steel pain, black sheet 1.60mm thick in hearths; covering to door shuters; covering to door chowkats/ shutters (frames);chullah hoods; water tanks, urinal troughs and funnels, etc. cut to size edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc. with plain 40 mm lap joints welded/riveted seams including bending, outlets up, mitred angels, stopped ends,
9
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M&L 3 mm thick Acrylic sheet, white clear and transparent sheet fixed in window/ventilators, fixed in posisiton using crews and riveted all around at suitable intervals, as directed by the Engineer-in- charge for rigidity by drilling holes in acrylic sheet and MS sections complete for providing rivets and sealed all around by sealing compound. Approved Makes : Plexi glass Acrylite, Lucite, Shinkolite or polycast.
25
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Supplying & fixing galvanized mild steel wire cloth, 0.63 mm nominal dia of wire and average width of aperture 1.40 mm and fixed tinned tacks, or galvanized wire staples.
10
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Mild steel TMT bars( FE 500) 8 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips including stirrups, spacers and binders.
1000
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/Sqmt of cement admixed with proprietary water proofing compound conforming to IS-2645 over the RCC slab including cleaning the surface before treatment.(b) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand). The top surface of concrete plastered with 20 mm thick plaster in cement mortar 1:3 (1 cement : 3 coarse sand) and admixed with proprietary water proofing compound conforming to IS :2645 to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645.(d) Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300 mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge.With average thickness of 120 mm and minimum thickness of khurra as 65 mm.
50
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Supplied and fixed of 150 mm internal diaunplasticised-rigid PVC rain water pipes conforming to IS 13592 Type ‘A’ including joining with seal ring conforming to IS 5382 leaving 10 mm gap for thermal expansion..
20
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P&F, unplasticised PVC moulded fittings / accessories for unplasticised rigid PVC rain water pipe conforming to IS 13592 Type ‘A’ including jointing with seal ring conforming to IS 5382 leaving 10 mm gap for thermal expansion,
-
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(a) 160 mm dia coupler.
4
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(b)160 mm heel rest bend.
4
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M&L, sand filling under floors or in foundations including watering and consolidation.
4
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M&L,100 mm thick cement concrete type D-2, 1: 4: 8(1 cement:4 coarse sand:8 – 40 mm graded stone aggregate) in sub base of flooring.
70
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S/F Joint less Designer Ceramic wall tiles confirming to IS : 15622 of Ist quality & of design, colour, shade and texture as approved by Engineer-in-Charge of size 12” x18” & 8mm thick laid over rendering of 15 mm thick cement mortar 1:3 (1 cement :3 coarse sand ) and jointed with providing cement slurry @ 3 Kg/sqm and pointing the surface with white cement mixed with pigment to match the shade of tile complete all as directed by Engineer-in-Charge.
300
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Rendering 10 mm thick cement plaster in 1 : 1 : 2 (1 cement : 1 coarse sand : 2 fine sand ) cement mortar. On ceiling of concrete surfaces and rendering is to be finished even and smooth without using extra cement.
40
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M&L applying two or more coats of approved oil bond distemper over coat of primer including preparation of surfaces on ceilings all as directed by Engineer –in-Charge.
60
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Preparing steel surfaces of any description and applying one coat of red oxide primer and two or more coats of approved synthetic enamel paint upto the entire satisfaction and Engineer-in- Charge.
60
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Making khuras 45 cm × 45 cm with average minimum thickness of 5 cm cement concrete 1 : 2 :4 Type B-0 using 12.5 mm graded stone aggregate over PVC sheet 1 mt × 1 mt × 400 micron, finished with 12 mm cement plaster 1 : 3 and a coat of neat cement rounding the edges and making and finishing the outlet complete.
4
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Supplied and fixed stack clamp out of 25 mm × 4 mm flat iron and 12 mm dia round iron stays for 100 mm bore including bolts and nuts and securing ends of stays to wall
8
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S&F, chicken mesh of galvanized mild steel wire, fixed on junction of brick work and RCC columns, beams all as directed by Engineer-in-charge.
25
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Providing and fixing circular/ hexagonal MS sheet ceiling fan box with clamps of internal dia, 140 mm, 73 mm height, 3 mm thick rim, top and bottom lid of 1.5 mm MS sheet. Lids shall be screwed into MS box by means of 3 mm round headed screws, clamps shall be made of 12 mm dia MS bar bent to shape as per standard drawing and over all length as 80 cm.
4
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POINT WIRING Wiring for one light point/fan point/exhaust fan point/ call bell point with 1.5 sq. mm. PVC insulated, copper conductor wiring cable (including 1.5 sq. mm. PVC insulated, copper conductor wiring cable for earthing from switch board to each point) in surface /recessed non-metalic UPVC conduit 2 mm. wall thickness (ISI Mark) including Piano switch boxes and its sheet including circuit wiring from the existing distribution board to switchboard with 3 x 1.5 sq. mm. PVC insulated, copper conductor wiring cable (one wire for earthing) and complete as required.
20
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Wiring for one 3 pin socket out let 5 Amp independent with PVC insulated copper cable 1.5 sq mm conductor wiring cable in rigid non metallic PVC conduit 2mm wall thickness including 1.5 sq mm PVC insulated copper conductor wiring cable for earthing from switch board to each point including Piano Switch boxes and its sheet including circuit wiring from the distribution board to switch board with 3 x 1.5 sq mm, PVC insulated copper conductor cum board.
7
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do- as item No.73 above but one 3 pin socket outlet 5 Amps on the same board with other switches.
7
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Wiring for one 3 pin socket outlet 15 Amps independent with PVC insulated copper wiring cable 4 sq.mm. in non-metalic PVC conduit. 2 mm wall thickness including 2.5 sq mm PVC insulated copper conductor wiring cable for earthing from switch Board to each points with/including piano switch boxes and its sheet including circuit wiring from the Distribution Board to Switch Board with 4 sq mm PVC insulated copper conductor cables and 2.5 sq mm copper conductor cable for earthing.
7
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S & F non metallic PVC conduit exclusive of junction and terminal boxes but inclusive of all fittings such as tees, bends, elbows, reducers and all fixing accessories such as coupler, lock nuts, saddles pipe hooks etc. for 25mm dia conduit pipe.
60
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Supplied and fixed switch piano flush button Single pole one way. 15 Amp
7
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Supplied and fixed socket outlet 3 pin, 5 Amp piano type.
10
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Supplied and fixed socket outlet 6 pin, 5 / 15 Amp (combined) piano type.
10
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Supplied and fixed, ceiling rose surface Bakelite, 65x50 mm two or three terminals.
7
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Supplied and fixed switch modular flush button Single pole one way. 6 Amp.
20
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Supply, receiving, storing, handling, fixing of the following luminaries comprising of basic channel, holder, low loss copper ballast (as per mentioned in item), starter, condenser, control gear box complete with decorative attachments, lamps etc. as per specifications and as per catalogue number giving below
-
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(a)Decorative surface mounted fluorescent light fixture of Philips Cat No. TCS 19/ 136 HPF with 1 x TLD, 36 W/TL 40W LIGHT FITTINGS with opal acrylic diffuser
10
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(b)Bulk Head light industrial Well glass luminaries (Philips FXC 101) with 1 x PL- S 9 W CFL lamp
10
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Supplied and fixed 1200 mm sweep ceiling fan with step type electronic fan regulator
4
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Supplied and fixed 400 mm sweep exhaust fan with out regulator
4
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Supply, laying, testing and commissioning of 1100 volts grade PVC INSULATED, armoured heavy duty electric cable,cross sectional area 10sqmm, 4 core
50
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Providing earthing as per IS 3043 complete with galvanized steel earth plate electrode 60 x 60 cm x 6.3 mm thick buried directly in ground. (earth pit not less than 2.25 mt below normal ground level). With top edge of the plate not less than 1.5 mt below normal ground level, connected to galvanized earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No.5, connected to earthing test point alongwith pcc pit with RCC cover all as specified or indicated and testing on completion.
-
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a) 600 x 600 x 6.3 mm GI Plate Earth Station.
7
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S/F Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chase or uried in ground or drawn in conduit/pipe or fixed to holes or at any other indicated situations for loop earthingetc as required, 8 mm dia galvanized iron or steel wire.
130
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Supplying and stacking of Good Earth at site as directed by Engineer-in-Charge for landscaping for horticulture/ arboriculture work & floor fillings. The earth shall be brought from out side Cantonment Limits (earth supplied in stacks shall be reduced by 20% for payments on accounts of voids.
12
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Spreading of Good Earth to the levels / slopes as directed by Engineer-in-Charge for landscaping work including all leads & lifts.
12
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Forming 18 mm thick expansion joints by providing polish kota stone strips 75 mm wide laid and fixed vertically in 1:3 cement mortar in plinths and the like.
20
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M&L 75mm thick cement concrete type A-1, 1:1.5:3 (1 concrete :1.5 coarse sand :3 stone agg 20 m) in plinth protection laid over 100 mmth. Sub base of broken brick agg all as directed by Engineer-in-charge
75
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M&L, 40 mm thick Damp proof course in cement concrete 1:2:4 type B-0 (1cement : 2 coarse sand : 4-12.5 mm graded stone aggregate) to horizontal or vertical surfaces including necessary form work including applying evenly a coat of blown type bitumen @ 1.50 kg/ sqmt and blinding with clean dry sand @ 0.05 cumt/ Sqmt.
20
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Providing and laying 62 mm thick cement concrete flooring with "Hardcrete" concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick Hardcrete cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 stone aggregate 6 mm nominal size by volume with which Hardcrete harening compound of Snowcem India Ltd. or equivalent is mixed @2 litre Hardcrete per 50 kg of cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
80
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M/L cleaning and removing soil from bore hole with the compressor of rating 450 CFM by running the compressor upto 72 hrs . Removing the compressor after completion of job. Job include all the required tools and manpower including removal of surplus soil.silt from the site as specified and directed by Engineer-in-charge.
4
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Digging of borewell by vockey tool steel wire manually or mechanically and deepening the borewell and taking out the dug material out through vockey. Job includes removal of surplus soil material from the site and depositing where directed.
4
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