Augmentation Of Dry Dock And Slipway Ph Iii At Nd V Augmentation Of Dry Dock And Slipway Ph Iii At Nd V

Tender Notice

29083746
Corrigendum : Augmentation Of Dry Dock And Slipway Ph Iii At Nd V Augmentation Of Dry Dock And Slipway Ph Iii At Nd V
Indian
Andhra Pradesh
25-10-2021
01-11-2021
03-11-2021

Tender Details

Augmentation Of Dry Dock And Slipway Ph Iii At Nd V Augmentation Of Dry Dock And Slipway Ph Iii At Nd V

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Sep-2021 Critical date amended Date 25-10-2021
2 12-Oct-2021 Certain Amendments BOQ 25-10-2021
3 25-Oct-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 01-11-2021

Key Value

Document Fees
INR 3000 /-
EMD
INR 1285000.00 /-
Tender Value
INR 19.19 Crore /-

BOQ Items

Name of Work: AUGMENTATION OF DRY DOCK AND SLIPWAY (PHASE-III) AT ND (V) (BUILDING AND ALLIED SERVICES)
Sl. No. Item Description
1SCHEDULE "A" PART - I [CIVIL WORKS]
2Dismantling water tank of capacity exceeding 500 litres and not exceeding 1000 litres and removing to store.
3Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store.
4Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store.
5Taking up or down 40mm bore steel tubing and connections, including cleaning for refixing or removal to store.
6Taking down chowkats or frames with shutters (without taking off shutters from the frame)not exc 1.5 sqm each. (Steel window/ventilator without grill)
7Taking down chowkats or frames with shutters (without taking off shutters from the frame)exc 1.5 sqm but not exc 4 Sqm each. (Door/steel window with grill)
8Dismantling structural steel work (water tank staging, door, gate but excluding framed truss all as specified and directed by Engineer-in-Charge.
9Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone work and pre cast concrete articles.
10Demolition of RCC of any description and in any position not otherwise specifically provided for,(reinforcement cut as required to facilitate demolition).
11Demolition of PCC in ground floors and pavings (below or above ground level).
12Removing Unserveceable building materials to a distance exceeding 10Km and not exc15 Km out of MOD land complete all as specified and directed by Engineer-in-Charge. Notes:- (i) Tenderer shall have sanction from GVMC designated places before quoting the tender. If designated place may be varied during execution, no claim shall be entertained on this account. (ii) Approval if any to be obtained from GVMC for dumping the excavated material of GVMC designated places, the same shall be obtained by the contractor. Nothing extra shall be paid on this ground. (iii) Load shall be consiered as per section 21 of SSR Part -II (2020)
13Taking down eves gutters and PVC rain water mains (any size or pattern) including all fittings, heads, shoes, blends, swan necks etc all as specified and directed.
14Dismantling of asbestos cement (corrugated/semi corrugated) sheet in roof covering.
15Hacking out old broken glass (any thickness size quality of any description) from metal frame and remes including removing debris from dockyard premises.
16Dismantling wrought iron or mild steel work of any description
17Excavation over areas n. exc. 1.5m deep for foundations, beams, Pile capsand getting out insoft /loose soil complete all as specified and as directed by the Engineer-in-Charge.
18Returning, filling in including, spreading, levelling, watering and well ramming in layers n. exc. 25cm thick complete all as specified and as directed.
19M&L for moorum / red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and rammed including watering.(It shall be measured and paid as per Clause 3.6 on Page 21 of MES Schedule Part II)
20M&L for sand filling in floors or pavings or foundations laid in layer n.exc 15cm thick spread, levelled and rammed including watering complete all as specified and as directed by Engineer-in-charge.
21M&L for 150mm thick hard core of gauze n exc 63mm deposited, spread in layers n exc 15cm thick, watered and rammed to a true surface.
22M & L for treating the top surface of filled earth @ 5 litre of emulsion per square metre of surface complete as specified and dircted by Engineer-in-charge.
23M & L for treating the soil alongwith external perimeter of building @2.25 litre of emulsion per metre of the perimeter wall including drilling and plugging holes etc all as directed.
24Removing excavated soil to a distance not exceeding 50 mrtres and depositing where directed at a level not exceeding 1.5 m above the starting point.
25M & L for drilling or boring for 600mm nominal dia. bored cast-in-situ piles, through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method with perennial water and disposal of drilling/bored materials at a designated place approved by GVMC outside MD land to a distance exc. 10.00 km and n.exc 15.0km and depositing where directed complete all as specified and as directed.
26All as per Item No.1.024 above but 800mm nominal dia complete.
27All as per Item No.1.024 above but through hard rock founding minimum depth of socketing into the hard rock shall be 2D (Where D is dia of pile)or upto 1.5m depth whichever is higher for600mm nominal bored dia pile complete.
28All as per Item No.1.025 above but through hard rock founding minimum depth of socketing into the hard rock shall be 2D (Where D is dia of pile)or upto 1.5m depth whichever is higher for800mm nominal bored dia pile complete.
29Notes for Item Nos. 1.024 to 1.027: (i) The depth of boring for piles shall be measured from existing ground/bed level/river bed top (as per soundings/reduced levels taken at the commencement of work) to the approved founding level. (ii) It shall be ensured that the waste bentonite slurry/ drilled or bored material is pumped off from the premises to locations shown as approved by GVMC by contractor at his own cost. The distance mentioned in description of item shall be the shortest distance from the centre of the building. (iii) All channels/tanks made for bentonite circulations shall be filled with approved moorum obtained by contractor at his cost after clearing all bentonite cakes. (iv) The contractor may use any approved method as approved by GE for boring without any extra cost to the Govt.The rates for boring of piles shall be inclusive of any method/ casing that may be used by the contractor for bored piles.Nothing extra shall be paid. (v) For the purpose of payment of boring/drilling, description of hard rock shall be as given in particular specification. (vi) The size of cutting tool shall not be less than diameter of pile by more than 75 mm. (vii) The rates quoted by the contractor shall be inclusive of the rates for the shifting and setting up of piling rig as many times as required.
30Carrying out routine load test (working pile) as per standard procedure given in IS-2911 (Part IV) 1985 by static test method for 600mm dia. Piles for a test load of 366 ton complete all as specified and as directed by Engineer-In-Charge .(Note:- The pile for routine test shall be selected by GE)
31All as per Item No 1.028 here-in-before but for the load of 534 ton for 800mm dia new pile.
32Removal of excavated material to a distance exc. 5 Km but n. exc. 15.0 Km and depositing where directed complete all as specified and as directed by the Engineer-in-Charge. Notes:- (i) Tenderer shall obtain sanction of GVMC designated places before quoting the tender. If designated place be varied during execution, no claim shall be entertained on this account. (ii) Approval if any to be obtained from GVMC for dumping the excavated material of GVMC designated places, the same shall be obtained by the contractor. Nothing extra shall be paid on this ground.
33M&L forPCC 1:4:8 type D2 (using 40mm graded Granite stoneaggregate) as in foundation filling, mass concrete and underneath pile caps, suspended flooring/slab, beams, plinth protectionetc. complete all as specified and as directed by the Engineer-in-Charge.
34Material and labour forPCC (1:3:6) type C1, using 20mm graded stone aggregate as in cills, coping, bonders etc complete all as specified and directed..
35M & L for PCC (1:3:6) type C1 using 20mm graded stone aggregate foundation filling, mass concrete and underneath pile caps, suspended flooring/slab, beams, plinth protectionetc. complete all as specified and as directed by the Engineer-in-Charge.
36M&L for reinforced cement concrete (Ready mix concrete) by design mix M-40 grade (Using 20mm graded stone aggregate) as in bore holes using portland slag cement and admixture conplast SP-432 A2 or equivalent for piles in tremie methodincluding necessary dewatering, formwork, concrete mixed in RMC plant, transporting, placing, compacting, vibrating etc., complete all as specified and directed by the Engineer-in-Charge.
37Notes: (i) Design mix shall be as per IS-456-2000 and max size of aggregate shall not exceed 20mm and the slump shall be 150 to 180mm. (ii) Reinforcement shall be measured and paid separately. (iii) Unit rate shall be deemed to include interalia for preliminary design mix, works test cubes as specified. (iv) Minimum cement content shall be 400 Kg/ Cu.m. of concrete for M40 (Piles) using Portland slag cement with minimum slag content of 50% (fifty percent) which ever is higher. (v) Admixture shall be added as per manufacturer instructions. The rate for Admixture Conplast SP-430-A2 or Equivalent shall be deemed to be included in the quoted rate. (vi) The unit rate shall be deemed to include carrying out non-destructive integrity test for 100% of the total number of piles as per IS 14893-2001 by GovernmentEngineering College / IIT Chennai in presence of rep of Accepting Officer and contractorand the test results shall be signed by the all concerned. (vii) In case at the time of mix design cement content is increased beyond minimum content givenno extra payment will be made. (viii) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks not be used
38M&L for reinforced cement concrete of grade M-40 (Design mix using 20mm graded stone aggregate) using ready mix concrete including supply and mixing of admixtures, as infoundations, including rafts, footings, foundation beams, plinth beams, bases for columns, pile caps, suspended floor beams & slabs, plinth protection, basement slabs, under-reamed piles etc. using portland slag cement and handling, conveyance, errection with alignment in true position complete all as specified and as directed by the Engineer-in-Charge.
39All as per item No.1.035 here-in-before but slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, duct slab, RCC gutter, parapet wall and in shelves and the like.
40All as per item No.1.035 here-in-before but as in columns, Pillars, piers, vertical bands, posts and struts etc.
41All as per item No.1.035 here-in-before but as in floor beams, roof beams, cantilevers, bressumers, middle beams, lintels over 1.5m span and lintel bands etc.
42All as per item No.1.035 here-in-before but as in chajjas and similar work etc.
43All as per item No.1.035 here-in-before but as in stairs and similar work etc.
44All as per item No.1.035 here-in-before but to fins,l ouvers, facia for fair finished surface of concrete flat all as specified and as directed by Engineer-in-charge.
45Notes for item Nos. 1.035 to 1.041: (i) Minimum cement content shall be 400 Kg/Cu.m. of concrete for pile caps, suspended floor beams, slabs and footings, platform (Covered under item No.1.035) and shall be 360 Kg/Cu.m .of concrete for M-40 using Portland slag cement with minimum slag content of 50% (fifty percent) for items covered under item Nos. 1.036 to 1.041. (ii) Design mix shall be as per IS-456-2000.Maximum size of aggregate shall not exceed 20 mm and slump shall be 50mmto 100mm and maximum water cement ratio 0.4. (iii) Unit rate shall be deemed to include for interalia for preliminary design mix and works test cubes. iv) Reinforcement shall be measured and paid for separately. (v) In case at the time of mix design cement content is increased beyond minimum content givenno extra payment will be made. (vi) Standard manufactured cover blocks as per IS should be used, Site cast cover blocks not be used
46Chipping of laitance concrete in piles above cut off level upto a maximum of 1m from cut of level and disposal to distance of exc. 10.0Km but n. exc. 15 Km and depositing to location as approved by GVMC.
47M&L for brick work using fly ash bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
48M&L for brick work using fly ash bricks, straight or curved on plan to any radius in half brick thick walls (100mm thick) built in cement mortar 1 :4 including supply and fixing of 2 Nos of 8mm dia CRS TMT bars at every fourth course of brick work complete all as specified and as directed by the Engineer-in-Charge.and directed.
49Use and waste steel formwork to sides of concrete foundations, pile caps, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.
50All as per item No.1.045here-in-before but to soffits of suspended slab as roof slab floor slabs, landing, balconies, shelves horizontal/sloping and similar works n. exc 200mm thick finished fair and even.
51All as per item No.1.045 here-in-before but to chullah hoods, chajjas, troughs and similar items including edges with rough finished surface of concrete.
52All as per item No.1.045here-in-before but 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. with fair finished surface of concrete.
53All as per item No.1.045 here-in-before but to sides of pedestal, pillars, posts, struts, columnsstanchions square rectangular or polygonal fair finished and the like
54All as per item No.1.045 here-in-before but tofins, louvers, fascia with fair finished surface of concrete. complete all as specified and directed.
55Use and waste of steel form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floors and roofs etc. Exc. 10cm but n. exc. 20cm widefor fair finished surfaces of concrete complete all as specified and directed by the Engineer-in-Charge.
56M&L forreinforcement in any situation usingCorrosion resistant TMT steel bars of grade Fe-500D, 10mm dia. and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. or securing with clips complete all as specified and as directed by the Engineer-in-Charge.
57All as per item No. 1.052here-in-before but 5mm dia. and over upto and above as in stirrups, spacers and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia. or securing with clips complete all as specified and as directed by the Engineer-in-Charge.
58M&L for providing and installing6mm thick MS liner for bored cast-in-situ concrete piles with necessary stiffeners, driving shoe with continuous welding including cutting, bending welding etc. confirming to Fe-410-W (Gde E-250 Quality B) all as specified and as directed by the Engineer-in-Charge. Notes:- (i) Rate shall beinclusiveofcuttingthelineratcutofflevel. The rate is deemed to include for cutting, removal and salvage value of the material so obtained. (ii) MSlinershallbedriven all as shown in the drawing. TheoccurrenceofrefusallevelwillbedecidedbyGEatsitebasedon visual inspection ofbailersamplesfrompile bore hole,past experience and laboratory test result. The decision of GE in this regard will be final and binding. (iii) MS liner will be measured and paid up to the cut off level only of pile . Additional MS liner if used for convenience of construction shall be included in the rates quoted. No extra shall be paid separately on this account.
59S & F steel rolling shutters, without ball bearings, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete, gear operated type with bevelgear box and crank handle with thickness of laths 1.25mm.
60M&L mild steel rag or lewis bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, n.exc 15 cm long and dia of neck 20 mm complete all as specified and as directed by Engineer-in-Charge.
61S & F MS compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc built from two or more beam or channel sections or angles with plates, including all lattice bars, stiffners, gusset plates, etc, conforming to Fe-410-W (Gde E-250 Quality B).
62M&L structural steel work in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. of Fe 410-W(Gde-E-250, quality B) all as specified and directed.
63S & F MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachmentconfirming to Fe-410-W (Gde E-250 quality B) complete all as specified and as directed by Engineer-in-charge.
64S&F Framed work such as grills, gratings, 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; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 Quality B
65Supply and fixing Trapezoidal profiled galvalume sheeting in lengths upto 12m to suit the site requirements.The profiled sheets shall be made out of 0.50mm base metal thickness, Cold Rolled steel of 550 Mpa yield strength conforming to IS 513 (1994) with hot dip metallic coating at minimum 150 gm/Sq.m. zinc- aluminium alloy coating mass (55% Aluminium, 43.5% zinc and 1.5% silicon) total of both sides. The colour shall have a total coating thickness of 35 micron of silicon modified super durable polyester paint system of approved colour, comprising of 20 microns exterior coat on top surface and 5 microns reverse coat on back surface over 5 microns primer coat on both surfaces.Roofing/wall cladding sheets shall be factory cut and supplied in required lengths (of upto 12 m) to suit shop drawings. The roofing/wall cladding sheets shall be crest fixed with 12- 14X55mm SDST screws ITW/ Corroshield make IS 1022 base material with TEK3/TEK4 point having flange thickness of minimum 2mm with special cyclonic washers all as per manufacturer"s instructions.Roofing/wall cladding sheets shall be crest fixed with minimum 5 Nos. of above specified screws per metre sheet width at all the purlins/runners. Colour of sheeting shall be grey or apprroved by GE.
66S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridge/flashing/cladding to wall, fixed with self tapping screws as specified
67Supply and fix stainless steel of grade SS 316 L pipes of 50 mm dia (thickness not less than 2 mm) as in ladder railing with SS cap at bottom of posts, fabricated, welded and fixed including necessary specials and grinding/ buffing at welded portion to match with shining of pipe complete all as specified and as directed by Engineer in charge.
68All as item no 1.063 above but 40mm dia complete.
69All as per item no. 1.063 but 20mm dia complete.
70S&F Anodised Aluminium frame for doors, windows, ventilators partitions anddoor/window/ventolator shutters and similar work using standard aluminium sections of approved make, transparent or dyed of required shade according to IS-1868 (minimum anodised coating of grade AC 15), fixed with rawl plugs and aluminium anodised/stainless steel screws or expansion hold fasteners including snap beading and filling up gaps with PVC/neoprene felt. Aluminium sections shall be smooth, rust free, straight mitred and jointed mechanically wherever required including angle cleats, CP brass or stainless steel screws including supply and fix glazing with rubber gasket and panel inserts complete all as specified. Note:- supply and fix glazing with rubber gasket and panel inserts shall be measured and paid separately. only aluminium item shall be measured for quantity except hinges, handles, tower bolts etc.
71S&F aluminium decorative grill for doors and windows with one or more rebates including jointing cleats/beading "U" or "H" channel for fixing etc. complete all as specified and as directed by the Engineer-in-Charge.
72Supply and fixing 5mm thick sheet glass of ordinary qualityof approved brand and includingPVC/Neoprene gasket for glazing, glazing clips in doors, windows, partitionsin squares not exc 0.50 Sqm in each pane etc.complete all as specified and as directed by Engineer-in-charge.
73All as per Item No 1.068 here-in-before but exc 0.50 sqm each pane.
74S&F 12mm thick pre-laminated particle board exteriorgrade pre-laminated on both sides with decorative choice lamination and fixed in aluminium partitions/doors with aluminium glazing clips complete all as specified and directed by the Engineer-in-Charge.
75S&F 125mm size butt hinges, extruded aluminium alloy with galvanised mild steel pin, anodised and fixed, type C-21 complete all as specified and directed.
76S & F 125mm long aluminium anodised barrel tower bolt complete all as specified and as directed.
77S & F for 150mm long aluminium alloy handles, fabricated type, anodised complete all as specified and as directed.
78S&F Door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and directed.
79S&F brass mortice locks, vertical type 100mm size 4 levers all as specified and as directed by Engineer-in-Charge.
80S&F floor door stopper 150mm long of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed.
81S&F factory made solid PVC door frame of size 50 mm x47 mm made out of 5 mm plain colour PVC sheet reinforced with MS square tube supply and fix in openings as per specification and drawing.
82S&F Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specification & drawing complete all as specified and as directed by Engineer in charge.
83M &L Water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terrace etc., consisting of following sequences ofof operations on RCC surfaces. ( a) Roof slab shall be cleaned thoroughly and apply cement slurry@3 kg/sqm. (b) Applying a cement plaster of 10 mm thicknessin CM 1:3 mixed with water proofing compuond finished surface even and fair. (WPC shall be measured and paid for separetly) (c) Clean the surfacesthroughly and apply a coat of blown grade bitumen @1.2 kg/sqm over bitumen primer @0.5 kg/ sqm. (d)Polymeric water proofing (Attatic poly propelene) membrane minimum 3mm thickness weight not less than 3 kg/ Sqm shall be laid over the entire surfaces. ( e)A coat of hot blown bitumen 85/25 grade @1.20 Kg /sqmshall be aapplied over water proofing membrane and finally it shall be finished with a coat of bitumeneous aluminum paint @0.1 kg/sqm. (f) The side lap shall be 10 cm and end lap shall be 15cm.
84M & L for 70 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in sub base and 30 mm thick granolithic concrete (1:1:2 ) mixed with and including @ 5 Kg/Sqm in top layer of whilst it is green and the surface finished mechanically even and fair.
85M&L for 15mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finishes complete all as specified and directed.
86M & L for 40 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in floors.
87M & L for brushing neat cement slurry with 3kg of cement per Sqm.
88M&L for aluminumdividing strips, 1.5 mm thick and 28 mm width, and inserted in position to conform to design.
89M & L for non skid ceramic colouredtiles, 7 to 8mm thick (square / rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm,in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match the tiles.(Screed bed shall be measured and paid for separately)
90All as per item No 1.084 here in before, but in vertical surface for dado or skirting complete all as specified and as directed by the Engineer-in-charge.
91Supply and application of 5 mm thick epoxy self levelling floor with Noto floor SL 4000 or equivalent (as approved by GE) over a coat of epoxy primer nitoprime 25 or equivalent (as approved by GE) including scarifying or grinding the surfaces to remove laitance with air blowers and cleaning the surface by water jetting and air blowers and allowing the surface to dry for 2 days complete all as directed. (The work shall be executed by authorised rep of OEM of the material).
92M & L for granite (of any type) tiles 18 to 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixure of pigment to match the shade of granite stone including cutting and polishing over and including 25 mm thick PCC (1: 2: 4) type B1 using 20 mm graded stone aggregate complete.
93M&L for rendering 5mm in CM 1:3 as in ceiling finished even and fair without using extra cement.
94M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:4 finished even and fair without using extra cementcomplete all as specified and as directed by the Engineer-in-Charge.
95M&L for 15mm thick rendering in two coats, 5mm in CM(1:4) mixed with water proofing compound, over 10mm thick in CM(1:6) on external surfaces andfinished even and smooth without using exta cement. Note: Supply of WPC shall be measured and paid for separately.
96Supply only Integral Water Proofing Compound.
97M&Lfor preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed by the Engineer-in-charge.
98M & L for preparation of newly plastered surfface and distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/Liter, of approved manufacturer, of required shade and colour complete, as per manufacturer specification. Two coats on new work coplete all as specified and dircted by engineer-in-charge.
99M& L for preperation of newly palstered surface andapplying two coats of 100% premium acrylic emulsion paint having VOC less than 50gm/liter and UV resistance as per IS 15489:2004, alkali & fungal resistance, dirt resistance eterior paint of required shade (company Depot tinted) with silicon addictives @ 1.43 liter/10sqm over and including priming coat of exterior primer applied @0.90 liter/10sqm over new surfaces complete all as specified and directed by engineer-in-charge.
100M&L for preparation of new or previously untreated surface of steel or steel based surface of any description, not otherwise described , over 10 cm in width or girth and applying two coats of synthetic enamel paints over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-charge.
101Supply and fix Galvanised steel water tubing 15 mm diamedium grade conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid on floors including testing complete all as specified and as directed by the Engineer-in-charge.
102All as per Item No. 1.097 above but 20mm dia
103Supply and fix 40mm dia High density polyethylene (HDPE) pipes of pressure rating 6 kgf/sq. cm including all fitings fixed to wall are laid in floor complete as directed by engineer-in-charge.
104S & F Bib taps suitable for 15mm bore pipes, cast copper alloy, chromium plated, fancy type, quarter turn, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed.
105S & F gun metal, globe or gate valves, heavy duty, with iron wheel head, screwed both ends for iron pipe of 15 mm bore dia.
106All as per item No. 1.101 but20 mm bore dia.
107S & F chromium plated, fancy type, quarter turn, pillar taps suitable for 15mm bore pipe, cast copper alloy with capstan heads, screwed down high pressure with or without lettered "Hot" or "cold" with long screwed shanks and fly nuts, screwed for iron pipe complete all as specified and as directed.
108S & F Toilet paper holder coloured of vitreous china box type fixed to walls with chromium plated brass screws complete all as specified and as directed.
109S & F Cardiff Health Faucet (Cat No T9941A1 Make Parryware) with and incl connecting hose 2.0 Ft long (Cat No T991999 Make Parryware) and Jet angle valve Cat No (T 9914A1) and hook fixed to wall complete all as specified and as directed. Make: The above models are M/s Parryware make or contractors can provide equivalent in other approved makes given in the tender documents as approved by GE
110S&F for Vetreous china wash down water closet pan EWC size 580x440mm (padestal pattern) with "P" or "S" trap, plastic water closet seat, white closed pattern with flat bottom and coveretc. Made of JAQUAR Model No SLS-WHT 0318 or its equivalent all as specified and directed.
111S&F vitreous china wash hand basin, white, flat back, size 630x450mm excluding taps, waste, chain and flug and porcelain stopper including brackets including cutting for and pinning in ends of brackets, 40mm dia CP brass waste fittings complete all as specified and as directed by Engineer - in - Charge.
112S&F brass chromium plated Tubular towel rail, D type, 60cm long between flanges complete all as specified and directed by Engineer-in-charge.
113S & F soap dish, vitreous china white, approximate size 160 x 160 x 90mm, fixed to plugs with chromium plated brass screws.
114S&F Vitreous China half stall type urinals, with grating and union, white (excluding flushing cistern and flush pipe) includingproviding and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement including 32 mm dia PVC polythene waste pipe of suitable length from the urinal to trap of below complete all as specified and directed by Engineer -In-Charge.
115M & L for bevelled edge mirror 600mmx450mm of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and as directed.
116S&F PVC valve less, syphonic action type low level flushing cistern, 10 ltrs capacity, white with inlet ball valve, float and handle soft touch type including brackets, PVC flush pipe etc complete fixed with CP brass screws complete all as specified and as directed by Engineer in charge.
117S & F 110mm dia PVC (SWR), EWC connector bent type and jointed with solvent cement complete as specified and directed.
118S&F75mm bore PVC (SWR) soil, waste, rain water and vent pipes,single socketed in any length as requiredwith rubber ring joints laid in trenches or in floorscomplete all as specified and as directed by Engineer-in-charge.
119All as per item no 1.108 here-in-before but 110mm dia.
120S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall with bracketcomplete all as specified and directed.
121All as per Item No. 1.116 here-in-before but 110mm bore.
122S&F75mm bore PVC (SWR) bends of any radius complete all as specified and directed by Engineer-in-charge.
123All as per item no 1.118 here-in-before but 110mm dia.
124S&F75mm bore PVC (SWR) branch pieces, (single Y), equal or unequal ordinary or inverted with oval acces door complete all as specified and directed by Engineer-in-charge.
125All as per item no 1.120 here-in-before but 110mm dia.
126S&F PVC (SWR) vent cowl for75mm including jointing with solvent cement complete all as specified and directed by Engineer-in-charge.
127All as per Item No. 1.122 here-in-before but 110mm dia.
128M & L forPVC (SWR) gully trap 125/110mm, setting and jointing with solvent cement.
129S&FPVC(SWR) floor/nahani trap 75mm size wih grating including jointing to waste pipe with solvent cement complete all as specified and as directed by Engineer in charge.
130S&F15mm dia 450mm long PVC water connection pipe with PTMT nuts complete all as specified and as directed by Engineer in charge.
131S & F Rotational moulded polyethylene water storage tank of capacity 2000 litres (cylindrical vertical with closed top) triple layered, hoisted and fixed in position including all fittings such as 20 mm tank nipple, 20mmdia ball valve, tank cover etc complete all as specified and as directed.
132SUB TOTAL OF SCHEDULE "A" Part - I
133SCHEDULE "A" PART - II [INTERNAL ELECTRIFICATION]
134Taking down copper/aluminium point wiring (light, fan, socket or power) complete and making good distributed surface& wall/ceiling to match the existing complete all as specified anddirected, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets etc for taken in to schedule of credit complete all as specified and directed by Engineer-in-Charge.
135Taking down old unserviceable main switches/DBs with MCBs of various capacity.
136Taking down old unserviceable tube light fittings of any type.
137Taking down old unserviceable sub main wiring of any size.
138M & L for point wiring with 1.5 Sq.mm. (nominal cross sectional area) FRLS PVC insulated unsheathed multi-stranded, single core cable with copper conductor, 1100 V grade, confirming to IS 694-1977(For Phase and neutral) drawn in and including 20 mm dia medium grade rigid PVC conduit as per IS 9537 (Part-I 1983) with conduit accessories, including concealed terminal boxes fabricated 2mm thick MS sheet fitted with 3mm thick Hylam sheet top cover for fixing switches including 1.5 Sqmm single core FRLS PVC unsheathed cable with multi stranded copper conductor as earth condunity conductor and connected to common earth dolly for one light point/fan point controlled by one switch 5 Amp, one way complete all as specified and as directed.
139All as per item No 2.05 above but for 5 Amp socket points, 230 V, indep board.
140All as per Item No 2.05 here-in-above forone light controlled by 2-way swtches 5complete.
141All as per Item No 2.05 here-in-above but with 2.5 sqmm for 5/15 Amp switch socket combination complete including 2.5sqmm one single core PVC unsheathed cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly complete all as specified and as directed.
142S&F 5/6 Amps modular type switch 230 V, one way
143S&F 5/6 Amps modular type switch 230 V, two way
144S&F 15/16 Amps switch socket combination 230Volts modular type
145All as per Item No 2.11 here-in-above but for 5/6 Amps
146M & L for Ceiling rose, 65 x 50 mm, three terminals, PVC/ polycarbonate, isolated body.
147S&F sheet metal enclouser, TPN, 4 way, double door complete all as specified with and including MCCB 125 A, 4 pole, 415V, beaking capacity 16 KA 01Nos.
148S&F sheet metal enclouser, SPN, 12 way, double door complete all as specified
149S&F sheet metal enclouser, SPN, 8 way, double door complete all as specified
150S&F sheet metal enclouser, SPN, 4 way, double door complete all as specified
151S & F MCB SPN,6-32 amps rating 240V, 10KA, "C" curve in the MCB DB complete with connection testing and commissioning.
152S & F MCB SP, 6-32 amps rating 240V, 10KA, "C" curve in the MCB DB complete with connection testing and commissioning.
153M & L for circuit/ sub main wiring with two runs of 6.00 Sq.mm. nominal cross section area FRLS PVC insulated unsheathed cable with copperconductor, single core multi stranded 1100 V grade along with one run of 6.00 Sq.mm. FRLS PVC insulated unsheathed cable with copperconductor, single core multi stranded as earth wire through and including 25mm dia rigid PVC concealed conduit medium grade and accessories complete all as specified and as directed. Note:- Two runs of cable, one run of earth wire and one run of conduit shall be measured as one unit
154M & L for circuit/ sub main wiring with two runs of 4.00 Sq.mm. nominal cross section area FRLS PVC insulated unsheathed cable with copperconductor, single core multi stranded 1100 V grade along with one run of 4.00Sq.mm. FRLS PVC insulated unsheathed cable with copperconductor, single core multi stranded as earth wire through and including 25mm dia rigid PVC concealed conduit medium grade and accessories complete all as specified and as directed. Note- Two runs of cable, one run of earth wire and one run of conduit shall be measured as one unit
155S & F air circulator fans (wall mounted type)230 volts single phase oscillating 600 mm sweep suitable for wall mounting and connecting with suitable cableto ceiling rosecomplete all as specified and as directed.
156S & Fceiling fan complete with blades, down rods, electronic regulator and and accessories, 230V, 1200 mm sweep. Minimum air delivery 210 CAM with service value 6.00 BEE. Five star rated with brushless direct current motor(BLDC) complete all as specified and directed.
157S & F exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50Hz, RPM 1200, copper winding of sweep 300mm complete all as specified and directed by engineer-in-charge.
158S & F surface mounted LED tube light fitting 1 x 40W, surface/recess mounted, decorative type, including 40 watt LED tube including fixing arrangement like PVC round blocks, screws etc and connecting with twin core suitable size copper cable from ceiling rose to light fitting complete all as specified and as directed.
159Supply and fixing LED light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 V AC decorative type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete
160All as per item No. 2.26 above but 5 Watt.
161S&F high bay LED fittings of 120W including hanging arrangement/fixing arrangement for fixing of light fittings as indiacted by channels, clamps, nuts & bolts etc complete including connecting to ceiling rose complete all as specified and diected.
162Supply and fixing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete
163S & F 20 mm dia rigid non metallic PVC conduit exclusive of boxes (junction/terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories such as couplers, lock nuts, saddles, pipe hook etc for LAN provision.
164M & L for 40 mm bore GI pipe, light grade, with all fittings; fixed to walls/ceilings/laid on floors or in trenches and clamping complete all as directed.
165M & L for earthing with galvanized steel earth plate electrode 600x600x6 mm thick buried directly in ground earth pit not less than 2.25m deep below ground level with top edge of the plate not less than 1.5m below normal ground level connected to galvanised iron strip 32 x 6 mm by means of nuts, bolts, checknuts, washers of galvanized iron or steel all as shown in electrical Plate No 3 of SSR Part-I connected to earthing test point including excavation/earth work in any strata, PCC chamber with RCC cover slab with 40 mm bore GI medium grade protection pipe and 20 mm bore medium grade GI watering pipe including testing on completion completeall as specified and as directed.
166SUB TOTAL OF SCHEDULE "A" Part - II
167SCHEDULE "A" PART - III [EXTERNAL ELECTRIFICATION]
168Excavation in trenches n. exc. 1.5m wide and n. exc.1.5m in depth for foundations, shafts, wells, manholes, pier holes, laying of under ground cables or pipe etc.,n exc 10 sq m on plan and getting out in soft/loose soil all as specified and as directed by the Engineer-in-Charge.
169Supply and spreading river sand in trenches as cushioning to under ground cable on top and bottom of cable and levelling & ramming complete all as specified and directed by Engineer-in-charge. Note:- Punned thickness will be measured.
170Taking down old LT cable of any size complete all as directed.
171Supply and laying uneinfocrced preacast concrete cable cable cover, class LV, type2, size 250x150x40mm complete all as directed by engineer-in-charge.
172Supply and laying in trenches or ducts or passing through the pipe, testing and commissioning of cable XLPE insulated PVC bedded, galvanised steel strip or wire armoured electric power cable(heavy duty) 1100V grade suitable for earth system, with stranded aluminium conductorof size3.5 core 240 Sqmm complete all as specified and as directed.
173All as per item No. 3.05 above but of size3.5 core 185 Sqmm complete all as specified and as directed.
174All as per item No. 3.05 above but of size3.5 core 95 Sqmm complete all as specified and as directed.
175All as per item No. 3.05 above but of size3.5 core 70 Sqmm complete all as specified and as directed.
176All as per item No. 3.05 above but of size3.5 core 25 Sqmm complete all as specified and as directed.
177Supply, installation, testing and commissioning of LT panel, cubical type floor outdoor type mounted 3 phase, 4wire 50Hz, 433volts. The panel board shall be made of 3.15mm thick CRCA sheet for load bearing members and 1.6mm thick for doors/covers/partitions and shall be factory powder coated on both side. The panel shall be provided with 2Nos separate compartment for accommodate 630 Amps MCCB in future. The panel board shall be suitable for AC, 433volts 50Hz, 3phase, 4wire supply complete with 2000Amps rated high conductivity aluminum bus bars for phases/ as per OEM recommendations and neutral supported with DMC/SMC barriers and colour coded with heat shrinkable sleeves pre-wired with copper cable. The degree of protection is min IP-65. The panel shall be accommodate complete with instrumentation such as digital display amphere meter and voltmeter, phase indicating lamps etc. for indicating incoming/outgoing supply and comprising of the following: (a) ACB 4pole 1250Amps 50 KA with enclosure - 01 Each.(In coming) (b) MCCB 4 pole 200 Amps 36 KA - 04 Each (for bldg) (c) MCCB4 pole 160Amps, 36KA -3 (outgoing)EOT crane, Lift-2 (d) MCCB 3 pole 100Amps, 16KA -2(outgoing) F/F & spare (d) MCCB 3Pole 63Amps, 16KA -2 (outgoing)W/S and Spares
178M & L for earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6 mm thick buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level, connected to galvanized iron strip 25mm x 4mm as earthing lead by means of bolts, nuts, check nuts and washers of galvanized iron or steel all shown in electric plate No. 3 (of SSR Part-I) connected to earthing test point all as specified or indicated including provision of necessary excavation and earth work in any type of soil, PCC pit , PCC cover and angle ironframe, 20 mm bore medium grade watering pipe, water funnel, 32 mm bore GI medium grade protection pipe, common salt, charcoal dust, returning, filling in of soil, removal of spoil to a distance not exceeding 50 mtr etc including testing on completion complete all as specified.
179M & L for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit / pipe or fixed to poles or any other indicated situation for loop earthing etc as required with 25mm x 4mm galvanised iron strip.
180SUB TOTAL OF SCHEDULE "A" Part - III
181SCHEDULE "A" PART - IV [EXTERNAL WATER SUPPLY]
182Supply, Installation, testing and commissioning of open well submersible pump set, CI Casing , bronze impeller and Stainless steel shaft head 33 meter, LPM 740, suction and deliver of size 50x40mm complete with, 440 volts, 50 Hz, Ac,suitable PCC foundation as per manufacturer"s instructions complete all as specified.
183Supply and fix Galvanised steel water tubing 100mm diamedium grade conforming to IS:1239 (Part I) including all fittings (such as bends, tees, short pieces connectors, elbows, reducers, unions, sockets etc) and fixed to walls/ceilings/ laid on floors/laying in tranches including testing complete all as specified and as directed by the Engineer-in-charge.
184All as per item No 4.02 above but 50 mm dia pipe.
185All as per item No 4.02 above but 40 mm dia pipe.
186All as per item No 4.02 above but 25 mm dia pipe.
187Supply and fixingfor Sluice valve, flanged of class PN 1.6 of size 100 mm dia including steel spindle with head, iron wheel, gland with gland packing, etc and necessary fixing arrangement likerubber gasket etc., complete all as specified and as directed by Engineer-in-charge.
188S & F gun metal, globe or gate valves, heavy duty, with iron wheel head, screwed both ends for iron pipe of 50 mm bore dia complete all as specified.
189All as per item No 4.07 above but for 40 mm dia pipe.
190All as per item No 4.07 above but for 25 mm dia pipe.
191S & F CI non return valves, suitable for 40 mm bore pipe.
192S & F DOL Starter suitable for 10 HP pumps complete all as specified and as directed.
193S & F CI foot valve confirming to IS 4038 suitable for 50 mm bore pipe complete all as specified and as directed.
194SUB TOTAL OF SCHEDULE "A" Part - IV
195SCHEDULE "A" PART - V [FIRE FIGHTING & FIRE ALARM SYSTEM]
196S&F including testing and commissioning of fire pump electrically driven horizontal end Suction, centrifugal type confirming to IS- 12469 :1988 with CI Casing , bronze impeller and Stainless steel shaft mounted on heavy duty bearings Suitable for continuous operation with range of operation" 0 % to 150 % of rated capacity for 440 V , 3 Phase, 50 Hz, 70m Head, 2280 LPM discharge. The pump shall be supplied with auto air release valve/pressure gauge at delivery and compound gauge at suction side (as per NFPA), auto air release valve and all accessories complete.
197S&F including testing and commissioning of fire pump diesel engine driven horizontal end suction, centrifugal type confirming to IS- 12469: 1988 with CI casing , bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for continuous operation with "range of operation" 0 % to 150 % of rated capacity for 440 V , 3 phase, 50 Hz AC supply 70 m Head, 2280 LPM discharge and shall have pressure gauge on delivery side & compound gauge on suction side as per (NFPA 20) design, auto air release valve indicator, magnetic gauge, mounting stand and 2 nos Dry batteries. The pump and engine and the pump shall be mounted on a common skid and with UL/FM controller, wiring harness for the interconnection between engine & controller & battery cables. All other accessories and fittings as per the technical specifications complete in all respect.
198Supply, installation, testing and commissioning jockey pump horixontal end suction centrifugal type confirming to IS-12469:1988 with CI casing, bronze impeller and stain less stell shaft mounted on heavy duty bearing suitable for automatic operation for frequennt start/stop operations for 440V, 3 phase, 50Hz 70m head, 450 LPM discharge complete.
199Supply, laying in trenches, ducts, jetty gallery, connect, test and commissioning of heavy duty MS pipes including required fittings as per IS 1239(Part-1) 2004 of 150 NB heavy (C-Class) thickness 5.40 and pressure 21.4kg/sqmtr complete all as specified and as directed by Engineer-in-charge.
200Supply, laying in trenches, ducts, jetty gallery, connect, test and commissioning of heavy duty MS pipes including required fittings as per IS 1239(Part-1) 2004 of 100 NB heavy (C-Class) thickness 5.40 and pressure 14.4kg/sqmtr complete all as specified and as directed by Engineer-in-charge.
201Supply, laying in trenches, ducts, jetty gallery, connect, test and commissioning of heavy duty MS pipes including required fittings as per IS 1239(Part-1) 2004 of 80 NB heavy (C-Class) thickness 4.85 and pressure 10.1kg/sqmtr complete all as specified and as directed by Engineer-in-charge.
202S & F of outside screw and yoke (OS&Y) UL listed and FM approved 150 mm dia gate valves. Gate valves have flanged end connection, either ANSI/AWWA or BS,PN 1.6 rating. Gate valves are fusion bonded epoxy coated, externally as well as internally complete all as specified and as directed by Engineer in charge.
203All as per item no. 5.07 above but 100mm dia complete.
204All as per item no. 5.07 above but 80mm dia complete.
205S & F 100 mm dia non return sluice valve Flanged cast iron as per IS:5312 of sizebody pressure 24kg/Sqcm , seat test pressure 17.6kg/Sqcm complete all as specified and as directed by Engineer in charge.
206All as per item No. 5.10 above but 80mm dia complete.
207M & L fire fighting flexible joints of SS material for 150 mm bore pipe complete all as specified and as directed by Engineer in charge.
208All as per item No. 5.12 above but 100 mm dia.
209S & F cast iron double action air release valve of 150mm size, complete all as specified and as directed by Engineer in charge.
210S & F fire hydrant single outlet valve as per IS:5290, Governing Standard: BS 5041 Part 1, Cast iron Hand wheel,Inlet - Flanged or BS0P/NPT threaded, Outlet - Female instantaneous or male BSP/NH threaded, Working pressure :150 PSI/10.5 Kg/Sqcm, Seat Test :240 PSI / 16 Kg/sqcm, 2 Body Test : 435 PSI / 30 Kg/Sqcm, Single headed, ISI marked, oblique pattren hydrant landing valve with a flanged intel & instantaneous type female outlet complete with cap and chain, twist release type lug complete all as specified and as directed by Engineer in charge.
211M & L for hose reel drum as per IS:884-1985, swinging type, high pressure braided rubber hose as per IS 444,Hose reel: Swinging type, side plate powder coated finish red, Threade Inlet connection, Outlet connection for hose can be rotated, left and right direction , Waterways made of seamless tube, operating pressure :150 PSI Max/10.5 Kg/sqcm, Flow rate: 6 GPM at 100 PSI/ 24 LPM @ 7 kg/sqcm, Nozzle : Construction in Gunmental, Jet spray & shut off type, Chrome plated finish complete all as specified and as directed by Engineer-in-Charge.
212M & L for Hose box; Suitable for storing two nos 15mtrs hoses and one nozzle 24"x30"x10" light weight & weatherproof wall mounted / self standing finished with post office red color complete all as specified and as directed by Engineer-in-Charge.
213S & F Fire hose with hose coupling winding: UL Listed - USA and Canada, confirming to IS 636:88, Type B mark, wheel mark approved, conforming to BS 6391 Type 3, EN 14540(2004) smooth inner unified linging of specially formulated polymer, with very low friction loss Warp made of high tenacity fibers Weft made of multi-ply high tenacity fibers Synthetic rubber compound specially formulated for abrasion and chemical resistance, flexibility and protection against ageing Ribbed for hose protection and easy handling standard colour: Reddish brown size working pressureBurst pressure 2 1/2245 /17 710/50 Instantaneous Couplings: Bearing IS 903 mark, Conforming to BS 336, Working Pressure :150 PSI /10.5 Kg/sqcm, Test pressure :325 PSI/ 22.5Kg/sqcm,complete all as specified and as directed by Engineer-in-Charge.
214S & F SS-304 Branch pipe: Bearing IS 903 mark, Inlet Connection : 2 1/2"" Male instantaneous, Outlet: Solid jet nozzle, Operating Pressure :150 PSI Max. /10.5 Kg/sqcm, Finish : Natural polishedcomplete all as specified and as directed by Engineer-in-Charge.
215M & L for valve pit chamber including excavation in any type of soil, spreading, leveling and refilling etc., PCC(1:4:8) type D2 using 40 mm graded stone aggregate in foundation, brick work of one brick thick wall in CM (1:4) including internal plaster 15mm thick in CM (1:4) including external plaster 15mm thick (1:4) and providing coping in PCC (1:2:4) type B1, Angular iron frame of size 50x50x6mm thick, MS plate cover complete including locking arrangements and having FRP coating of 2mm thick on both inside and outside surfaces for the size of chamber 1500x1500x1200mm (inner dimension) with all necessary fittings all as per drwg No. DGNP/TD/157(R) Sht No.1/1 dated 20-05-2005complete all as specified and as directed by Engineer-in-Charge.
216M & L for MS frame work in angle or other sections, conforming to Fe 290 Gde E-165, cut to length, bent to shape required drilling, welding including required size nut and bolts complete all as specified and as directed by Engineer-in-Charge.
217S & F 5HP vacuum pump for priming along with and includingAuto DOL starter and necessary cabling completed all as specified
218S & F fire point stands with 03 fire bucket hooks and fire extinguishers holding brackets complete for axe, beater etc all as specified and as directed by Engineer-in-Charge.
219S & F of terrace pump of 900 LPM at 30 Mtrs head with 3.5 kg/cm2 pressure along with electrical control panel and necessary cabling, control wiring for auto operation through pressure switch along with GI sheet shed for weather protection complete all as specified and as directed by Engineer-in-Charge.
220M & L for fire hydrant stand post as per IS:903: Body: Carbon steel fabricated, Inlet :4" NB flanged, Outlet: 1x 2 1/2"" /3"" flanged with landing valves, Working pressure : 150 PSI/ 10.5 Kg/cm2complete all as specified and as directed by Engineer-in-Charge.
221Supply, installation, testing and commissioning of 150mm dia 2 way fire bridge inlets with isolation valve with instantaneous SS coupling, 63 mm dia with required fittings complete all as specified and as directed by Engineer-in-Charge.
222M & L for branch pipe gun metal 63 mm instantaneous inlet, made theraded outlet, 15mm bore nozzle short complete all as specified and as directed by Engineer-in-Charge.
223S & F water pressure gauge 4"" dia 02 to 14 Kg rating complete tubing, fitted with stop cock etc as per standard, complete all as specified and as directed by Engineer-in-Charge.
224S & F air cushion tank 200mm dia with 1"" pressure relief valve complete all as specified and as directed by Engineer-in-Charge.
225S & F electrical type duel tone siren with 2.0 Kms range with activation buttons at distance not more than 150 Mtrs including wiring complete all as specified and as directed by Engineer-in-Charge.
226Design, fabrication, assembling, wiring, supply, installation, testing and commissioning of CPRI approved motor control centre shall be fabricated out of 14 gauge CRCA sheet steel in form in 3b formation with reinforcement of suitable size angle iron, channel "T" sections irons and/or flats wherever necessary. Cable gland plates shall be provided on top as well as at the bottom of the panels. Panels shall be treated with all anti-corrosive process before painting as per specifications with 2 coats of red oxide primer and final approved shade of powder coated paint. (For main pump and Jockey pump only with auto operation)
227Supply and fixing of Honeywell, Notifier, Apollo discovery, Argus Vega, Hoochiki ESP and Nit tan protocol touch screen 480x272 TFT4.3") loop expandable up to 9 loops addressable fire alarm panel: Panel with sensor status indications:- Sensor status is indicated by the different colors, Color device conditions for clean detector, Medium clean detector, Sensor almost dirty: Dirty 1-3 loop formats expandable upto 9 loops, upto 1000 fire detection zones 200 per panel, true peer-to-peer networking, supports intelligent/programmable remote terminals, BMS interface, which consists of backlit display 480x272 TFT 4.3" menu driven graphical touch screen IP gateway and I/O drivers auto learn and loop detection 1000 event log entries, simplified logic delivers click and go configuration, Approved to EN54 parts 2 and 4, Quick start and protect. A working system after an auto learn is performed, optional peripheral expansion card up to 254 devices per loop (protocol dependent), Up to 188,800 devices per network, Networkable up to 200 nodes, circuit monitoring of local panel circuits, simple select & click programming, single area false alarm management, compatible with Honeywell, Notifier, Apollo Discovery, Argus Vega, Hochiki Esp and nit tan Evolution protocols, single area false alarm management facility. Provision of CMS/ Ad-Net Software to monitor & control the status of the FACP from the windows based system- with Visual & Sound alerts for the fire and fault conditions - with three level multi users access. Provision of protective cover as and were required complete all as directed. 1.Supply and installation of 12V 18Ah 02Nos of batteries. 2.Supply and installation of 24Volt fault torrent network card/ OLYNET/ ONERING with built in diagnostics is fully monitored for both short and open circuit faults between nodes. (to be installed in fire alarm panel). The maximum number of network nodes is 200. 3.Fire detection and alarm system are to be connected with GSM/PSTN auto dialer for easy communication with pre recorded messages to stored phone numbers - 1set. Makes: Honeywell/Apollo/Siemens/Alter/Cosmos/Tata
228Supply and fixing of multisensor detector comprises optical smoke and thermistor temp. Sensors which give both a combined signal as well as a separate heat signal for improved false along with isolator modules as required. Positioning of multi sensor detectors as per area requirement at above below false ceiling complete all as directed. Operating Voltage: 17-28V DC, Communications protocol: Honeywell/Notifier/Apollo/Series 90/XP95 5-9V peak to peak, Quiescent Current:500uA average 750uA peak, Power up surge current:1mA, Maximum pore up time:10s, Alarm LED current:3.5mA, Remote LED current 4mA at 5V (measured across remote load), Clean air analogue value : 23+4/-0 , Alarm level analogue value:55, Alarm indicator : 2 colorless light emitting diodes (LEDS), illuminated red in alarm optional remote LED, Dimensions:100mm diameter 50mm height 58mm (height in base), Weight:Detector:105g detector in base 160g, Material Housing: White polycarbonate V-0 rated to UL94 terminals: Nickel plated stainless still, Smoke element only: Chamber configuration: Horizontal optical bench housing infra-red emitter and sensor, arranged radially to detector forward scattered light. Sensors: Silicon PIN photo- diode. Makes: Honeywell/Apollo/Siemens/Alter/Cosmos/Tata
229S & F addressable type IR3 flame detector sensitive to low- frequency, flickering infra-red radiation emitted by flames during conbustion. Since it responds to flickering radiation the IR3 flame dectector can operative even if the lens is contaminated by layer of oil, dust, water-vapour or ice. The intelligent IR3 flame detector is set to respond to low frequency radiation at 1 to 15HZ (1 to2.7um) in order to detect all flickering flames, incl. those invisible to the naked eye, eg those emitted by hydrogen fires. The intelligent IR3 flame detector has three IR sensors that respond to different IR wavelengths in order to discriminate between flames and spurious source of radiation. False alarms due to such factors as flickering sunlight are avoided by a compination of filters and signal processing techniques complete all as directed. (Make : Honeywell/Apollo/Siemens/Alter/Cosmos/Tata)
230S & F of addressable type manual call point resettable type complete all as directed.Makes:Honeywell/Apollo/Siemens/Alter/Cosmos/Tata
231S & F addressable type loop relay modules complete all as directed. (Make: Honeywell/ Apollo/ Siemens/ Alter/ Cosmos/ Tata)
232S & F addressable type loop sounders along with inbuit isolators complete all as directed. ( Make:Honeywell/ Apollo/ Siemens/ Alter/ Cosmos/ Tata)
233S & F addressable type loop open-Area sounder visual indicator makes full use of the protocol and has been designed for use indoor and open areas. (Make:Honeywell/Apollo/Siemens/Alter/Cosmos/Tata)
234S & FGSM/ PSTN auto dialer along with activated sim complete all as directed. (Make: Any make compatiable with Honeywell/Apollo/Siemens/Alter/Cosmos/Tata)
235Integration of all the fire fighting system installed in the building to central monitoring system using connectivity through necessry modules.
236S & F 2 core 1.5sqmm copper screened flexible cable through PVC high conductivity annealed bare electrolytic copper conductor 650/1100vgrade , PVCsheathed 1.2 standard : As per IS 1554 part-I & IS 5831and any other relevant standard complete all as directed.
237S & F 19mm rigid medium grade PVC conduits with all accessories, complete all as specified as directed.
238Supply, installation and commissioning of repeater alarm for the fire detection and alarm system at security office through GSM/GPRS along with ncessary wiring data transmission through LAN/GPRS.
239Supply, installation , testing and commissioning of 79 Deg C QBD complete with required fittings,fire water sprinkler: Pendent type, temperature quick respone - 3mm glass bulb coverage standard coverage K-factor 5.6 US (80metric) Nominal 1/2" BSPT (NPT optional) thread size max working 175PSI (12Bar) pressure factory 500PSI (35Bar) hydrostatic test pressure min. operating 7 PSI (0.5Bar) pressure temp rating 79 deg C (175 deg F), Approvals code No for UL T 10023F code No for UL & FMT10023F finish brass chrome plated complete in all respects.
240Supply, installation , testing and commissioning of 79 Deg C QBD complete with required fittings,fire water sprinkler: Pendent type, temperature quick respone - 3mm glass bulb coverage standard coverage K-factor 5.6 US (80metric) Nominal 1/2" BSPT (NPT optional) thread size max working 175PSI (12Bar) pressure factory 500PSI (35Bar) hydrostatic test pressure min. operating 7 PSI (0.5Bar) pressure temp rating 79 deg C (175 deg F), Approvals code No for UL T 10083F code No for UL & FMT10083F finish brass chrome plated complete in all respects.
241Supply, installation, testing and commissioning of kiddie make deluge valve auto resetting type: Deluge valve size 100 NB, model, -A, Auto resetting type, for vertical inlet to horizontal outlet mounting, castiron material flanged end to ANSI B16.1, class 125, with trim 24Volts solenoid valve, pressure gauges and pressure switch complete as required for auto manual function UL listed complete.
242Supply, Installation, testing commissioning of flow switch with details as under:- 1.Model : VSR (Comes with retard). 2.Maximumservice pressure :450 PSI (31bar) 3.Flow sensitivity range for signal :4-10 GPM (15-38LPM). 4.Contact Ratings: two sets of SPDT (form C) 5.NEMA 4 IP54 6.Temperature range : 40 deg F -120deg F (4.5 degC-49degC) -UL. 7.Non corrosive sleeve factory installed in saddle. 8.UL listed and FM approved.
243S & F for 100 mm dia galvanised pipe (Heavy Class)with required bends, tees and sockets as per IS:1239/IS:3589 mild steel ERW pipes that are subsequently galvanised (Hot Dip Galvanized) to avoid corrosion.
244All as item no 5.48 above but 80mm dia complete.
245All as item no 5.48 above but 50mm dia complete.
246All as item no 5.48 above but 25mm dia complete.
247S & F 50 mm dia gate valves screwed female ends to IS 554/BS 21/ISO 7, screwed in bonnet, inside screw, non-rising stem, integral seat, forged brass bonnet, wedge, stem and gland nut, body designed for convenient fitting where space constraint is the factor. Designed sheet metal hand wheel for a firm grip and convenient operation premium quality PTFE gland packing testing pressure (hydrostatic): shell 24kg/cm2 (340PSIG) max. working temp 225deg C.
248All as item no 5.52 above but 25mm dia complete.
249Supply, installation, testing and commissioning of panel board (main) made out of CRCA sheet 2mm thick, indoor type, cubicle type, totally enclosed with front opening, hinged doors with projected and raised platform of suitable size, weather and water proof with necessary locking arrangements including as per IS8623 aluminium bus bar with half neutral insulators suitable for 3 phase 4 wire LT AC, 50Hz, 415 volts, 600 Amps, with metering facility complete with two coats of primer red oxide including a coat of powder coated paint, necessary internal electrical connection as required and provision of removal and fixing of the following switch gears from the existing panel :- (a) MCCB 4 Pole 415 Volts, 400 Amps 50 KA - 01 No(as incoming) (b) MCCB 4 Pole 415 Volts, 160 Amps 35 KA - 02 No (c) MCB TPN 63 Amps - 03 No (d) Star delta starter 75 HP - 01 No (e) Star delta starter 12.5 HP- 03 No (f) Aluminium busbar suitable for 600 Amps (set of four) - 01 set (g) Digital Ammeter with selector switch - 01 No (h)Digital Voltmeter with selector switch- 01 No (j)LED indication lamp (R-Y-B) (set of three)- 01 No Microprocessor based programmed micro controller for Auto / Manual Start provision with indications for the following audio / visual indication of Auto Start complete all as specified.
250Supply, laying and testing of cable LT XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, suitable for earthed system, electric power cable (Heavy duty) with stranded aluminium conductor of size 50 Sqmm 3.5 core, in ground/gallery/surface, of 1100 volts grade. (Note :- Quoted rate includes cost of cable glands, ferrules and other connecting accessories if any)
251All as item no 5.55 above but size of cable 10 Sqmm 4 core.
252All as item no 5.55 above but size of cable 6 Sqmm 4 core.
253Taking out sluice valves of 100/80 mm dia complete, all as specified and as directed.
254Taking out old CI pipe line of 100/80 mm dia complete, all as specified and as directed.
255Taking out unserviceable fire hydrant valve 63 mm dia complete, all as specified and as directed.
256SUB TOTAL OF SCHEDULE "A" Part - V
257SCHEDULE "A" PART VI-[REFRIGERATION]
258Supply, installation, testing and commissioning of Water cooler fully stainless steel, electric driven single phase having 80 Ltr/hr storage and nominal cooling capacity 40 Ltr using green refrigerant R134A having 2 nos faucet complete all as specified and directed.
259S & F Voltage stabilizer for automatic operation, single phase, naturally air cooled indoor type & designed for input variation between 170V to 250V with output voltage stabilized at 230V with accuracy+2.5% and of capacity 2.0 KVA.
260SUB TOTAL OF SCHEDULE "A" Part - VI
261SCHEDULE "A" PART - VII [LIFT]
262Design, supply, install, testing & commissioning of 1500 Kg goods lift , speed 0.5 metre/sec with single speed motor, 415 volts, 3 phase AC 50 Hz supply, conforming to IS-14665 and as amended, suitable to serve G+04 upper floors with AC Variable Voltage & Variable Frequency Drive (VVVF drive) complete with all standard accessories, simplex automatic & manual dual controlled operation with/without attendant, centre opening doors with door drive (electric motor driven mechanism), sliding stainless steel doors, automatic rescue device (ARD) system, 3D infra red sensor in full height of door & built in announcing system without hand set (03 Nos, one each in car, Machine room & near Ground floor landing door) complete all as specified. (Note : Lift well and pit shall be constructed G+06 for future expansion)
263SUB TOTAL OF SCHEDULE "A" Part - VII
264SCHEDULE "A" PART - VIII [EOT CRANE]
265Design, manufacture, supply & Install double girder electrically operated OH crane complete with span 11 meter of 8 Ton capacity with remote control facility VVVF Drive for speed control and suitable cabin including provn of cap channel ISMC 200 on the top of existing gandry girder and includig levelling and digonal alignment etc, and suitable brackets, Anchor clamps, DSL System (RYBG) 125 Ampscapacity of with covered PVC/XLPE insulated copper bus bars, current collectors including railing for walkway complete with the following specifications and all as directed by Engineer-in-Charge (a) Lift hook -7.00 mtr (b) Long travel - 23mtr (c) Cross travel - 8.2mtr (d) Speed of main hoist - 2 mtr/min (e) creep speed - 0.2 m/min (f) Speed of Cross travel - 05mtr/min (g) Speed of long travel - 10mtr/min Notes: The crane shall be designed in accordance with relevent IS and should have all the safety provisions and alarm systems as per Factory Act.
266SUB TOTAL OF SCHEDULE "A" Part - VIII
267Total in Figures
268Quoted Amount in Words
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