Assam Rifles Tender
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Costs
EMD
₹ 4,21,600Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Viii.11014/8297/ Igar(e) /women Bk/2024
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
2024_ARMHA_840280_1Tender No
VIII.11014/8297/ IGAR(E) /Women Bk/2024Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Construction of one single Women Barrack for Mahila soldiers of HQ IGAR E
Construction of one single Women Barrack for Mahila soldiers of HQ IGAR E
BOQ Items
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Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
14
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm
with a pair of 15 mm C.P. brass pillar taps
14
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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 - 15 mm nominal bore
68
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-
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Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers
complete.
14
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-
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Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour : 15 mm nominal bore with 45 cm length
68
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Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineerin- charge.
14
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-
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Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
14
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-
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Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as Specified : 15 mm nominal dia
13
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Providing and fixing C.P. Hand shower with 15 or 20 mm inlet : 150 mm diameter
13
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Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour : 450 mm long towel rail with total length of 495 mm,
78 mm wide and effective height of 88 mm, weighing not less than 170 gms
13
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Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
13
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Provinding and fixing toilet paper holder : CP Brass
14
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SOIL, WASTE,RAIN & VENT PIPES
-
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Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
41
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Providing and fixing 100% stainless steel grating of approved make and quality grade 304 on top of floor trap. The rate includes the cost of all ancillary works and material as required to complete the works.
(a) 127 mm.dia
14
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(b) 101 mm.dia
13
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Providing and fixing uPVC class-B(IS:13592) trap of self cleaning design complete including cost of cutting and making good the cut-outs in walls and floors etc. complete (P or S trap) : 110 mm inlet and 110 mm out let
14
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Providing and fixing 100mm dia nominal bore uPVC pipe (Class-III)-IS:4985 inlet fitting approximately upto 300mm long above the trap with one or more 40 OD/ 50OD/63 OD/75OD holes for jointing waste pipes from waste appliances jointed and sealed with epoxy based sealant complete.
13
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Providing and fixing uPVC SWR Pipes class B (IS:13592) with all injection moulded fittings complete including jointing with solvent cement including cutting and making good the walls wherever required. (For soil & waste pipes). Nothing extra will be paid for supports.(Inside Toilets & Kitchen).
(a) 75 mm outer dia
80
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(b) 110 mm outer dia
85
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Providing and fixing uPVC SWR Pipes class B (IS:13592) with all injection moulded fittings(door or plain) viz elbolws, bends, tees, junctions, shoe bends, couplers, offsets, cowel etc. complete including jointing with solvent cement including GI supports, cutting and making good the walls wherever required. Nothing extra will be paid for supports.(Vertical Soil, waste, balcony waste & rain water pipes) (a) 75 mm outer dia
22
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(b) 110 mm outer dia
126
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Providing and fixing uPVC Pipes complete (IS: 4985 Class-III) with uPVC pipe fittings e.g. elbows, tees, reducers, unions, plugs, flanges etc. and clamps and jointing with solvent cement including chase cutting and making good the walls etc. wherever required for waste connection from W. B., Sink, floor drains etc.
(a) 40 mm outer dia
21
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(b) 63 mm outer dia
19.5
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Providing and fixing floor drain (FD) with 75mm outlet and 100 mm inlet with PTMT grating having 19mm seal for indirect floor drain (FD).
13
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WATER SUPPLY INTERNAL
-
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Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including
all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge.
Internal Exposed on walls
(a) PN - 16 Pipe, 20mm OD (SDR-7.4)
24.5
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(b) PN - 16 Pipe, 25mm OD (SDR-7.4)
24.5
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Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including
all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chases and making good the wall etc.
(a) PN - 16 Pipe, 20mm OD (SDR-7.4)
196
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-
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
(a) 20 mm dia nominal bore
14
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(b) 50 mm dia nominal bore
1
-
-
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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore
1
-
-
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Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 25 mm nominal bore
1
-
-
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Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
(a) 25 mm
32
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(b) 40 mm
76
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-
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(c) 50 mm
29.5
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-
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular tank
4000
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EXTERNAL (ONLY GULLY TRAP)
-
-
-
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Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
8
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-
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ELECTRICAL WORKS
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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.
75
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-
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Wiring for One light point controlled by 10A SP MCB with 2x1.5 and earthing with 1.5 sq mm PVC insulated copper coductor earth wire in surface/recessed medium class PVC conduit etc. as required.(without cost of sp mcb)
8
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-
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Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
(a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
250
-
-
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(b) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
150
-
-
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(c) 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
200
-
-
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(d) 4 X 6 sq. mm + 2 X 6 sq. mm earth wire
20
-
-
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(e) 4 X 10 sq. mm + 2 X 6 sq. mm earth wire
20
-
-
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(f) 4 X 16 sq. mm + 2 X 6 sq. mm earth wire
30
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-
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Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
120
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-
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Supplying and drawing UTP 4 pair CAT 6 LAN in the existing surface/ recessed steel/ PVC conduit as required.
120
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-
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One Run of cable
120
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Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.TV antenna socket outlet
1
-
-
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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 required.
14
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-
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Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. (For telephone, tv socket and bell push)1 or 2 Module
1
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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.
54
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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.
3
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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.
18
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-
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Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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) 12 Way (4+36), Double Door
2
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Supplying and fixing following way, horizontal type 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) 6 Way Double Door
1
-
-
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Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole
30
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Supplying and fixing four pole 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. 40A
3
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Supplying and fixing following Sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required (a) 20mm
150
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-
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(b) 25mm
30
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(c) 32mm
40
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Supply and fixing 8W Led tube rod comprising of LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with system efficacy 100 lm/Watt. LED driver PF 0.95 & THD 20%. The colour rendering index of LED light should be
more than 70.
14
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Supply and fixing surface mounting LED down lighter, LED of 12w assembled on single MCPCB, having color temp upto 6500K & having 50000 burning hrs. life with minimum @ L 70, system lumen output should be minimum with efficacy100 lm/Watt. LED driver PF 0.95, THD 20% & surge protection 4KV. The colour rendering index of LED light should be more than 70. Housing made of pressure die cast aluminium/CRCA powder coated frame with glare free diffused polycarbonate cover.
22
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Supply and fixing of LED Luminaires BATTEN 20W LED Tube Light of Box Type Prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End Caps Complete as Required.(Technical Data - System power 20W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy ≥100).
26
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-
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Supply and fixing 8W LED down lighter, LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with system efficacy 100 lm/Watt. LED driver PF 0.95 & THD 20%. The colour rendering index of LED light should be
more than 70.
13
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-
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Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
14
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-
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Supply and installation of heavy duty type exhaust fans of following size sweep with gravity louvers shutters including all accessories/installation materials required make GEC, Crompton./havels . 305 mm sweep 1400 rpm
14
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DATA NETWORK SYSTEM . Supply installation testing and commissioning of The stylish unloaded Synergy Wallplates were designed specifically to accept the UTP Datagate Connector. The unloaded Synergy Wallplates are available in 1, 2 and 4 port variants, in five colours, to co-ordinate with any decor and any installation size.should be accomodates UTP, STP I/O. SINGLE FACE PLATE WITH GANG BOX
1
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-
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LIGHTING CONDUCTOR
-
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Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
4
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Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
12
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M& L for test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3Nos 8mm dia 25mm long hex, head screw.
4
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M&L for Aluminium Strip 25x3.15mm with saddles and fixing screws etc, for roof conductors and down conductors above ground.
120
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Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
90
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DEVELOPMENT WORK
-
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Earth Cutting and 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.All kinds of soil.
54
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Pathways
(a) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil
3.09
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(b) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
2.18
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(c) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level.1:5;10 (1 cement : 5 coarse sand (Zone-III) : 10 graded stone aggregate 40mm nominal roll)
3.51
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(d) C/s for Mass Concrete
5.2
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(e) Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
26
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
1.76
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ROADS
-
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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
10
-
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
108.5
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Supplying and stacking at site. 90 mm to 45 mm size stone aggregate
7.68
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Supplying and stacking at site. 63 mm to 45 mm size stone aggregate
5.76
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density:
(a) Qty same as 63-45 mm size Stone Aggregate
6
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(b) Qty same as 90-45 mm size Stone Aggregate
4.5
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-
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Supplying and stacking at site. Stone screening 13.2 mm nominal size (Type A
1.8
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Supplying and stacking at site. Stone screening 11.2 mm nominal size (Type B).
0.9
-
-
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Red bajri
0.6
-
-
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Moorum.
0.54
-
-
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2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete.(tack coat to be paid for separately) : With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
60
-
-
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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
20
-
-
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm.
60
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-
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Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete.
60
-
-
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.
12
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EXTERNA WATER SUPPLY
-
-
-
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work
(a) 32 mm dia nominal bore
10
-
-
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(b) 40 mm dia nominal bore
9
-
-
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(c) 50 mm dia nominal bore
6
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(d) 62.50 mm dia nominal bore
5
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(e) 75 mm dia nominal bore
5
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm nominal bore.Horizontal
1
-
-
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Construction of Masonary Chamber 60x60x75 inside in Brickwork Cement Mortar 1.6.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1
-
-
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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :80 mm dia
2
-
-
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
(a) 32 mm nominal bore
2
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(b) 40 mm nominal bore
1
-
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(c) 50 mm nominal bore
1
-
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(d) 65 mm nominal bore
1
-
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(e) 80 mm nominal bore
1
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering (for thrust blocks at bends and junctions of water lines ) by 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size)
2
-
-
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.LD- 2.5.Rectangular shape 600*450 mm internal dimensions
1
-
-
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SEPTIC TANK 50 USERS
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 0.00-1.50m
61.74
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 1.50-3.00m
20.4
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
24.7
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
1.51
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
13.53
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Centering and shuttering including strutting, propping etc. and removal of form for:
(a) Foundations, footings, bases of columns, etc. for mass concrete.
6.34
-
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(b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
56.48
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(c) Suspended floors, roofs, landings, balconies and access platform.
8
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-
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Lintels, beams, plinth beams, girders, bressumers and cantilevers.
3.89
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Edges of slabs and breaks in floors and walls. Under 20 cm wide
15.04
-
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars.
1353
-
-
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete40 mm thick with 20 mm nominal size stone aggregate
8
-
-
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6 mm cement plaster of mix : 1:3 (1 cemet :3 fine sand)
37.5
-
-
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. MD-10.Square shape 450 mm internal dimension
2
-
-
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
6
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-
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Providing and fixing soil, waste and vent pipes.100 mm dia.Centrifugally cast (spun) iron socketed pipe as per IS: 3989
3.6
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-
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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
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-
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EXTERNAL SEWER LINE
-
-
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Excavating trenches of required width for pipes, cable, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.50m including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.All kinds of soil.Pipes cables etc. exceeding 80 mm dia. But not exceeding 300mm dia.
17
-
-
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :150 mm dia. R.C.C. pipe
17
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
0.6
-
-
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Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.
3.4
-
-
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Constructing brick masonry manhole in cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5
4
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Inside size 120 x 90 cm & 90 cm deep including CI cover with frame (Medium duty) 560mm internal diameter, total wt. of cover & frame to be not less than 208 kg (wt. of cover 108 kg and wt. of frame 100 kg) With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5
1
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Extra for depth for manholes: size 120 X 90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
0.5
-
-
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"Size 120 X 90 cm" With common burnt clay F.P.S. (non modular) bricks of class designation 7.5"
0.25
-
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Providing and fixing square mouth S. W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 180 x 150 mm. size P type "With common burnt clay F.P.S. (non modular) bricks of class designation 7.5"
3
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Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar
4
-
-
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Drain (230mm x 150mm)
-
-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
4.06
-
-
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (40% of Item No. 1)
1.62
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.27
-
-
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1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
0.8
-
-
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Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
0.69
-
-
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12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
8.3
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-
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Drain (230mm x 300mm)
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
4.93
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (40% of Item No. 1)
0.78
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.22
-
-
... More
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
0.64
-
-
... More
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
1.1
-
-
... More
12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
6.64
-
-
... More
Drain (300mm x 450mm depth)
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
5.28
-
-
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (40% of Item No. 1)
2.67
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.15
-
-
... More
1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
0.6
-
-
... More
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
1.4
-
-
... More
12 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
6
-
-
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Floor Panel (Located at Ground Floor)
-
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Incoming (1 No 125A FP on load change over switch with 1 No 125 A TPN MCB (25KA) with extendeble rotary handle each with thermal over current, instantaneous, short circuit release, earth fault), Metering for incoming (Digital multifunction meter with RS-485 communication port for measurement of PF, V, A & Hz, equivalent to EM6459 with CT as required. Phase indicating lamps RYB with 2 Amps SP MCB back up, ON/OFF indicating lamps), bus Bars (Electrolytic high conductivity Aluminium three phase and neutral busbars rated at 80 Amps, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. Current density of Bus Bar to be 1.3 sq.mm/amp)
Outgoings (a) (3 Nos 63 amp TPN MCB of 10 KA breaking capacity
(b) 2 No 40 amp TPN MCB of 10 KA breaking capacity
(c) Spare - 2 No 40 amp TPN MCB of 10 KA breaking capacity
(d) Floor panel as describe above
1
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-
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FOR EXTERNAL ELECTRIFICATION
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Supply installation, testing and commissioning of external post top lantern with following and complete as required.
(a) 6m high (5.0m above ground) SP 4 STEEL pole as approved, adopting socket at top for fixture mentioned below, base plate 300x300x6mm and provision for mounting junction box etc.- 1 set
1
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(b) Erection of Pole in cement concrete 400x400x1000mm deep 1:3:6 ratio cement concrete foundation including excavation , refilling, secured with holding clamps, bolts, nuts, alighnment of poles casting etc. including 100 mm thick lean concrete shall be provided at the bottom.
1
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(c) "LED type 50 Watt (Street Light) light fittings of all types with all accessories."
1
-
-
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(d) Suitable size Control box with 1 no. incoming and 2 nos. outgoing terminals and 2 nos. tap-out terminal with 1 no.5A HRC fuses complet 1 set
1
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(e) Suitable number (S) 40mm dia Class-B GI Pipes(s) from above control box to upto 0.5 meter below ground level for power cable entry.
1
-
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LT CABLES
Supply of following size of 1.1 KV grade multicore aluminium cunductor PVC sheathed armoured cable as per IS 1554.
(a) 3.5 Core 300 Sqmm
6
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(b) 4 Core 25 Sqmm
6.67
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(c) 4 Core 16 Sqmm
10
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(d) 3.5 Core 240 Sqmm
6
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(e) 3.5 Core 95 Sqmm
4.33
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(f) 2 Core 120 Sqmm
5.33
-
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(g) 2 Core 50 Sqmm
4.67
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(h) 2 Core 16 Sqmm
4
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(j) 2 Core 10 Sqmm
4.67
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FOR EXTERNAL ELECTRIFICATION
-
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Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.
1
-
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Providing and fixing 25 mm x 5 mm copper strips in 40 mm dia G.I.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper plate earthing)
1
-
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Providing and fixing 25 mm x 5 mm GI strip in 40 mm dia G.I.pipe from earth electrode, including connection with brass nut bolts , spring washer, excavation and refilling etc, as required ( copper GI plate earthing)
2
-
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Providing & laying earth connection from earth electrode with 6 SWG dia GI WIRE from earth electrode including connection with GI thimble excavation and refilling etc as required. ( for GI pipe earthing of poles)
1.5
-
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Supply & Laying of 25 x 5 mm copper earth strip in surface /recess
2
-
-
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Providing and fixing 25mm x 5 mm G.I. strips on surface or in recess for connections etc. as required
1.5
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Providing and fixing MV danger notice plate of 200 mm x 150 mm made of mild steel atleast 2 mm thick and vitreous enameled white on both sides & with inscription in signal red colour on front side as required.( on 7mts poles & panels)
2
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LT CABLES LAYING
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required:
(a) 63 mm dia (OD-63 mm & ID-51 mm nominal)
40
-
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(b) 90 mm dia (OD-90 mm & ID-76 mm nominal)
30
-
-
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(c) 120 mm dia (OD-120 mm & ID-103 mm nominal)
15
-
-
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(d) 160 mm dia (OD-160 mm & ID-135 mm nominal)
5
-
-
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Supplying and making end termination with brass comperession gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required:
(a) 4 Core 25 Sqmm
5
-
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(b) 4 Core 16 Sqmm
2
-
-
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(c) 3.5 Core 240 Sqmm
3
-
-
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(d) 3.5 Core 95 Sqmm
5
-
-
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(e) 2 Core 50 Sqmm
5
-
-
... More
(f) 2 Core 16 Sqmm
8
-
-
... More
(g) 2 Core 10 Sqmm
50
-
-
... More
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
14
-
-
... More
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
14
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