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Tender For Addition/Alteration And Special Repair Of Pump House And Oht 25000 Gallons At Jandiala Guru Under Ge Kapurthala., kapurthala-Punjab

Military Engineer Services-MES has published Tender For Addition/Alteration And Special Repair Of Pump House And Oht 25000 Gallons At Jandiala Guru Under Ge Kapurthala.. Submission Date for this Tender is 23-03-2024. Pump Supply Tenders in kapurthala Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

42793346
Corrigendum : Tender For Addition/Alteration And Special Repair Of Pump House And Oht 25000 Gallons At Jandiala Guru Under Ge Kapurthala.
Open Tender
Indian
Punjab
kapurthala
23-03-2024

Tender Details

Addition / Alteration And Special Repair Of Pump House And Oht 25000 Gallons At Jandiala Guru Under Ge Kapurthala.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 16-Mar-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 23-03-2024

Key Value

Document Fees
INR 500 /-
EMD
INR 47700.0 /-
Tender Value
INR 23.84 Lakhs /-

BOQ Items

Name of Work : Addition/Alteration and Special repair of Pump House and OHT 25000 Gallons at Jandiala Guru under GE Kapurthala.
Sl. No. Item Description
1M&l for Dismantling posts or struts (wood, steel or RCC) any section (embedded In concrete, brick work, masonery), including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engr-in-Charge.
2M&L for Dismatling fencing wire mesh, barbed wire,any type complete all as specified and directed by Engr-in-Charge.
3M&L for Demolition of Cement Concrete floors (unreinforced), path,roof of bldgs and pavings n.exc. 15 cm thickness (below or above ground level complete all as specified and directed by Engr-in-Charge.
4Taking down chowkats or frames with shutters not exceeding 1.5 sqm each (without taking off shutters from the frames), complete all as specified and directed by Engr-in-Charge.
5Taking down chowkats or frames with shutters exceeding 1.5 sqm but not exceeding 4 sqm each (without taking off shutters from the frames) complete all as specified and directed by Engr-in-Charge.
6Taking downshutters of any description exc 1 sq.m and n.exc 2sq.m each, complete all as specified and directed by Engr-in-Charge.
7Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and directed by Engr-in-Charge.
8Taking down cement or cement lime plaster, any description on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engr-in-Charge.
9Taking up or down Steel Tubing bore of pipe in 15mm and connections etc. complete all as specified and directed by Engr-in-Charge.
10All as per item No. 9 above but of 20mm bore, complete all as specified and directed by Engr-in-Charge.
11All as per item No. 9 above but of 40mm bore, complete all as specified and directed by Engr-in-Charge.
12S&F Steel Tubes Medium Grade Bore of tube in 15mm galavanised with all fitting laid in trenches, walls, ceiling or laid in floors etc including cutting chases, pinning in brick walls making good to facings, complete all as specified and directed by Engr-in-Charge.
13All as per item No 12 above but of size of 20mm bore, complete all as specified and directed by Engr-in-Charge.
14All as per item No 12 above but of size of 40mm bore, complete all as specified and directed by Engr-in-Charge.
15M&L for Cement Concrete infoundations, filling and mass concrete inSub Base , PCC (1:4:8) 40 mm graded aggregate complete all as specified and directed Engr-in-Charge.
16M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness with grey cement and pigment , M-35complete all as specified and directed Engr-in-Charge.
17M&L for Sad filling under Machine pressed precast concrete interlocking paver block floorsincluding watering and consolidation complete all as specified and directed Engr-in-Charge.
18M&L for Precast cement concrete curved block masonery, Type (1:3:6) using (16mm graded aggregate) as per IS 383, exc. 10cm in width and seting inementmortar (1:6) complete all as specified and directed by Engr-in-Charge.
19M&L forcement concrete in plinth course, coping, aide bed of interlocking tiles, kerbs, cilland bands, Type C1, (1:3:6) using (20mm graded stone aggregate) complete all as specified and directed by Engr-in-Charge.
20M&L for Earth Excavating in post holes (or similar holes) of Soft/ loose soil, eachn.exc. 0.5m cum, getting out, returning,filling inandramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distace n.exc. 50m and making good surface, complete all as specified and directed by Engr-in-Charge.
21M&L PCC (1:4:8) type D-2 using 40 mm graded stone agg as in foundation, filling and mass concrete, complete all as specified and directed by Engr-in-Charge.
22S&F of Mild steel work as in fencing posts and struts infencing , fixed independently, including cuttingtop to shape and bend as directed,including all necessary welding, drilling for holes, notching for wire etc, flat iron fillets (for securing barberd wire and mesh etc,including all necessary drilling, bolting or reveting etcand similar work quality conforming to Fe-290 Gde E-165, complete all as specified and directed by Engr-in-Charge.
23Fixing only chain link fencing including line wires, any mesh, size and typeof anystandards , rails, straining bolts etc, complete all as specified and directed by Engr-in-Charge.
24Supply only chain link MS galvanized fencing any size or type, complete all as specified and directed by Engr-in-Charge.
25S&F MS round bar 10 mm dia and above cut to length bend to shape required, posts and struts in fencing includingcutting tops toshape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde-E-165 andconfirming to IS, complete all as specified and directed by Engr-in-Charge.
26S&F MS Screw bolts (machine made) with hexagonal or squre head and one end screwed or screwed both ends each screwed ends to be fitted with washer and one hexagonal or squre nut, not exceeding 5 Cm long of 12 mm dia of shank Complete all as specified and directed.
27S&F of Galvanised, 2 strand, steel barbed wire, 2.24 mm dia barbed with 2 mm dia barbs at 75 mm specing and straining and fixing to any type of standard rails straining bolts including, scuring or tying at crossings with and provision of galvanised MS wire, staples or steel pins etc complete all as specified and directed by Engr-in-Charge (each line wire to be measured).
28M&L preparation of new or previously untreated steel surface of any discription over 10 cm width or girth not otherwise discribed and applying twocoats of synthetic paint over a coats of red oxide zinc chrome primmer, complete all as specified and directed by Engr-in-Charge.
29M&L preparation of new or previously untreated steel surface of any discription over 10 cm width or girth not otherwise discribed and applying one coats of black bituminous paint complete all as specified and directed by Engr-in-Charge.
30M&L for rendering 10mm thick on fair faces of brick or concrete surfaces in cement mortar 1:6 on walls finished even and fair , complete all as specified and directed by Engr-in-Charge.
31M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 on walls finished even and fair, complete all as specified and directed by Engr-in-Charge.
32M&L for rendering 05mm thick on fair faces of concrete surfaces in ceiling withcement mortar 1:4, finished even and fair, complete all as specified and directed by Engr-in-Charge.
33M&L for preparation of new plastered surfaces and applying two coats of cement base paint over and including a coat of chalk whiting/priming on plastered surfaces of walls, complete all as specified and directed by Engineer-in-charge.
34M&L for preparation of new plastered surfaces and distempering walls with two coats of distemper oil emulsion, white or tinted over and including 1mm thick wall care putty including primer, complete all as specified and directed by Engr-in-Charge.
35M&L for preparation of newplastered surfaces of ceilingand applying two coats of white wash on ceiling, complete all as specified and directed by Engr-in-Charge.
36M&L for preparation of oldplastered surfaces of ceilingand applying two coats of white wash on ceiling, complete all as specified and directed by Engr-in-Charge.
37M&L for preparation of Old plastered surfaces of walland applyingtwo coats of distemper oil emulsion over a coat of priming plastered with alkali resistant priming paint, complete all as specified and directed by Engr-in-Charge.
38M&L for rendering 05mm thick on fair faces of concrete surfaces in wall ofDomeOHTwithcement mortar 1:4 alongwith WPC compound bt wt of cement 3% by Weight up to 7.50mtr height of OHT, finished even and fair, complete all as specified and directed by Engr-in-Charge.
39M&L for rendering 05mm thick on fair faces of concrete surfaces in wall , Dome of OHTwithcement mortar 1:4 alongwith WPC compound bt wt of cement 3% by Weight exc.7.50mtr but n. exc 15.00m, finished even and fair, complete all as specified and directed by Engr-in-Charge.
40M&L for rendering 05mm thick on fair faces of concrete surfaces in wall , Dome of OHTwithcement mortar 1:4 alongwith WPC compound bt wt of cement 3% by Weight exc.15.00mtr but n. exc 21.00m, finished even and fair, complete all as specified and directed by Engr-in-Charge.
41Material supply Integral waterproofing Compound.
42M&L for complete removal of existing treatment of new plaster /concrete surfaces of OHT up to 7.50mtr height and applying two coat Appex weather coat over a coat primer, complete all as specified and directed by Engr-in-Charge.
43M&L for complete removal of existing treatment of old plaster /concrete surfaces of OHT exceeding7.50mtr but n.exc. 15.0mtrheight and applying two coat Appex weather coat over a coat primer, complete all as specified and directed by Engr-in-Charge.
44M&L for complete removal of existing treatment of old plaster /concrete surfaces of OHT exceeding 15.00mtr but n.exc. 21.0mtrheight and applying two coat Appex weather coat over a coat primer, complete all as specified and directed by Engr-in-Charge.
45S&F Factory made 40 mm thick plain framed, panelledshutter (two panel) with lock rail and panel of 9mm B.W.P. commercial ply 12mm veneered particle board with commercial veneered on both faces. The size of rail andstile as per IS: 1003 (part-I), kiln seasoned and chemically pressure treated, complete all as specified and directed by Engr-in-Charge.
46S&F Mild steel sliding door bolts 300mm long, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed, complete all as specified and directed by Engr-in-Charge.
47S&F Aluminium anodised barrel tower bolts of extruded section of 200mm size etc, complete all as specified and directed by Engr-in-Charge.
48S&F Aluminium handles, cast type anodised of size 125mm etc,complete all as specified and directed by Engr-in-Charge.
49S&F 100mm size stainless steel butt hinges, medium weight, complete all as specified and directed by Engr-in-Charge.
50S&FFloor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floorwith Overall length of cover plate 140mm, complete all as specified and directed by Engr-in-Charge.
51S&F Framed work such asgrills, gratings, etc, with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bar, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar works confirming to Fe-290 Gde-E-165, complete all as specified and directed by Engr-in-Charge.
52M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over and including a coat of red oxide primer, complete all as specified and directed by Engr-in-Charge.
53M&L for preparation of old steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint, complete all as specified and directed by Engr-in-Charge.
54M&L for 40mm thick PCC 1:2:4 type B-0 using12.50mm graded stone aggregate as in flooring, finished even and smoothwith using extra cementto receive the topping layer, complete all as specified and directed by Engr-in-Charge.
55M&L for 40mm thick PCC 1:2:4 type B-0 using12.50mm graded stone aggregate as in flooring with WPC @ 3% by wt of cement on roof surfaces, finished even and smoothwithout usingextra cementto receive the topping layer, complete all as specified and directed by Engr-in-Charge.
56M&L for 50mm thick cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in plinth protection finished even and fair laid to a slope of 1 in 20 in alternate bays, each bay not exceeding 3m in length with joint to be filled with bituminous mastic filling comprising a mixture of 1 part of heated hot blown bitumen 85/25 penetration and three parts of heated sand, complete all as specified and directed by Engineer-In-Charge.
57M&L for joint free non-skid ceramic coloured tiles 7 to8 mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.
58M&L for coloured glazed ceramic tiles in vertical surface 450x300x7 mm thick laid over 10mm thick screed bed in cement mortar 1:4, set and jointed in neat cement slurry and pointed in white or colour cement to match, complete all as specified and directed by Engr-in-Charge.
59S&F in repair Vitreous China Wash Basin with full pedestal, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets or eracting stand & waste pipe, coupling etc complete all as specified and directed including 15 mm dia Pillar taps, cast copper alloy with capstan heads Chromium Plated, screwed down high pressure, with or without lettered with long screwed shanks and fly-nuts, screwed for iron pipe but fancy type and fixed etc, complete all as specified and directed by Engr-in-Charge.
60S&F in repairs vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) complete including plastic water closet seat, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging devices with recessed bottom, jet spray, etc complete all as specified and directed by Engr-in-Charge.
61S&F in repair Low Level Flushing System PVC valveless syphonic action type, 10 ltrs capacity including supply pipe & fixing brackets of M.S. angle of size (25mmx25mmx3mm), 30 cm long in PCC (1:2:4) type B-1, block of size (10cmx10cmx10cm) on walls etc, complete all as specified and directed by Engr-in-Charge.
62S&Fin repair Stop valves/Angle valves , chromium plated , bore dia of pipe in 15mm, screwed down, high pressure, with crutch or but-terfly handle, screwed both ends for ironn pipe and fixed but fancy type,chromium Plated, complete all as specified and directed by Engr-in-Charge.
63S&Fin repair Stop valves/Angle valves , chromium plated , bore dia of pipe in 20mm, screwed down, high pressure, with crutch or but-terfly handle, screwed both ends for ironn pipe and fixed but fancy type,chromium Plated, complete all as specified and directed by Engr-in-Charge.
64S&Fin repair Stop valves/Angle valves , chromium plated , bore dia of pipe in 40mm, screwed down, high pressure, with crutch or but-terfly handle, screwed both ends for ironn pipe and fixed but fancy type,chromium Plated, complete all as specified and directed by Engr-in-Charge.
65S&F in repairsBib Tap fancy type chromium platedwith crutch or butter fly handle screwed down screwed for iron pipe and fixed to 15mm bore pipe fixed as in repairs including taking down old tap of any description, complete all as specified and directed by Engr-in-Charge.
66S&F in repairspillar Tap 15mm bore diafancy type with capstan heads, chromium plated, screwed down high pressure, with or without lettered hot or cold with long screwed shanks and fly nuts,screwed for iron pipe and fixed to 15mm bore pipe, complete all as specified and directed by Engr-in-Charge.
67S&F PVC connection 15mm size with PTMT nuts of length 450mm etc, complete all as specified and directed by Engr-in-Charge.
68S&F Grating 100mm dia of PTMT (Min Wt 25gms) with waste hole ofetc complete all as specified and directed by Engr-in-Charge.
69M&L for Brick work with subclass `B` bricks, straight or curved on planexc 6m mean radius built in CM 1:6, complete all as specified and directed by Engr-in-Charge.
70S&F CP soap dish, any type, fixed to plugs with chromium plated brass screws. Complete all as specified and directed by Engineer-In-Charge.
71S&F 600mmx450mm Bevelled Edge Mirror 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 washters etc, complete all as specified and directed by Engr-in-Charge.
72S&F solid PVC Door Frame of size 50mm x47mm made out of 5mm wood grain printed PVC sheet reinforced with M.S. Square tube and edges will be painted to match with printed sheets, suppyling & fixing in opening as per specification & drawing, complete all as specified and directed by Engr-in-Charge.
73S&F rotational moulded polyethylene water storage tanks three layered 1000 ltr capacity (cylindrical vertical with closed top) hoisted and fixed in position all as specified including 20mm dia ball brass valve, complete all as specified and directed by Engr-in-Charge.
74S&F in repair gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed to steel pipe orunion, 20mm bore dia of pipe, complete all as specified and directed by Engr-in-Charge.
75S&F 110 mm bore PVC(SWR) pipes single sockets in any length with rubber ring joints laidin trenches or in floors complete all as specified and directed by Engr-in-Charge.
76S&F 110 mm bore PVC(SWR) bend any radius, complete all as specified and directed by Engr-in-Charge.
77S&F 110mm PVC (SWR) branch piece, single (single Y) equal or unequal, complete all as specified and directed by Engr-in-Charge.
78S&F 110mm bore PVC (SWR) junction single, (Single T) equal or unequal, complete all as specified and directed by Engr-in-Charge.
79S&F PVC (SWR) floor trap of 110mm outlet dia, plain with grating including jointing with solvent cement, complete all as specified and directed by Engr-in-Charge.
80S&F 75mm bore PVC (SWR) pipe single socketed, in any length with rubber ring joints, fixed to walls as a vent pipe, complete all as specified and directed by Engr-in-Charge.
81S&F 75 mm bore PVC (SWR) vent cowl, complete all as specified and directed by Engr-in-Charge.
82Excavating in trenches in any type of soilnot exceeding 1.5m wide and not exceeding 1.5 m depth for foundation & getting out, complete all as specified and directed by Engr-in-Charge.
83M&L for providing cement concrete type D2 1:4:8(40mm graded stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed by Engr-in-Charge.
84Returning filling including spreading, leveling, watering and well ramming in layers not exceeding25cm for soft/loose soil, complete all as specified and directed by Engr-in-Charge.
85Removing excavated materials (soil) to a distance not exceeding 50m and depositing where directed of a level not exceeding 1.5m above the starting point, complete all as specified and directed by Engr-in-Charge.
86M&L Making V groove of 10mm wide and 30mm deep or upto the extend of joint/crack present at site over joint/ crack line using electricity operated angle grinder with diamond concrete saw blade and cleaning it by air blower as directed by Engr-in-Charge. The groove shall be cut on the concrete surface along the joint/crack over RCC structure to be repaired complete all as specified and directed by Engr-in-Charge. Note:- Work to be executed by the authorized applicator of manufacturer only.
87M&L for Drilling Holes of 12mm dia up to 100 mm deep holes in structural members at the interval of 300 mm in staggered manner or along the joint & crack line in Reinforced Concrete (RC) structural element including cleaning of the holes by air blower and inserting 12mm dia NRV (Non Returnable Valve) nozzle compatible withinjection of grouting mix and having machined external end to receive outlet of Grouting Gun. Fix inside the hole by applying thixotropic epoxy adhesive SikaDur 31 or equivalent to ensure complete sealing and allow curing the system for minimum of 8 Hrs before Grouting including nozzle projections, excess putty, if any, over concrete element by grinding, leveling and finishing the external surface, after completion of the work, etc, complete all as specified and directed by Engr-in-Charge.
88M&L for Drilling Holes of 12mm dia up to 100 mm deep holes and fixing nozzles in the honey combed potion of the surface area, complete all as specified and directed by Engr-in-Charge.
89M&L Sealing of exposed "V" groove of 10mm wide and 30mm deep with Sikagard 694 F(l) or Quick Fix or equivalnt solvent-free, moisture tolerant, thixotropic, two part structural adhesive andrepair mortar cum surface levelling mortar, complete all as specified and directed by Engr-in-Charge. Note:- Work to be executed by the authorised applicator of manufacturers only.
90M&L for injection grouting of construction joints with non shrink cement slurry admixed with epoxy groutingCebex 100of M/S Fosroc Chemical /SikaGrout -214 IN @ 300 mm C/C including of opening of cracks to a groove of size 12mm X 12 mm, Nozzle at 300 mm C/C including of opening of cracks to be grooved of size 10mm X 10mm fixing of nozzles with fast setting plugging compound Renderoc plug, cutting the extra length of nozzle after grouting all in complete as per manufacturers instructions including necessary scaffolding as required and as per the directions of Engineers incharge complete all as specified and directed by Engr-in-Charge. Seal the nozzle with Sikagard 694 F(l) or equivalent thixotropic epoxy putty after the refusal of grout material from the nozzle. Note:- leakage through other nozzle or cracks are required to be monitored while grouting and such points to be sealed as and when required without any extra cost.
91Providing & Applying Two coats of SikaTopseal 107 or Aqua Arm Top Guard inside of the wall, floor of the tank & roof of bldgs, a two components ready to use polymer modified cementatious coating . First Coat should be applied horizontzlly and second coat should be applied verticallyThe thickness of coating shall not be less than I .5mm. complete all as specified and directed by Engr-in-Charge.
92M&L Applying two coats Sikagard 67 or AquArm Tank Coat & Roof of bldg , a water based epoxy coating certified for portable water on all over the concrete surface from inside.Apply the first coat by brush allow it to dry for 6-8 hrs and then apply 2nd coat and allow it to cure complete 24 hrsThe coating shall be applied usingbrush application. The Thickness after two coating should not be less than 500 microns complete all as specified and directed by Engr-in-Charge.
93M&L Examining concrete by tapping with light hammer and marking of the loose concrete areas of structural elements in straight line geometrical forms, grooving the edges same with grinder upto 5 -10 mm depth without damaging existing rebars, carefully removing unsound weak/ loose concrete/ cover & concrete around the rebars upto 10 mm depth by low impact high frequency hammer/ chipper without damaging the sound concrete, daily cleaning and stacking of debris at prescribed location in polypropylene/ paper bags, disposing off the debris so generated on weekly basis outside the premises, etc, complete all as specified and directed necessary scaff -folding complete all as specified and directed 3.00 Sqm
94M&L for cleaning existing reinforcement with wire brush/rotary wire brush to make surface free from rust scales, loose material, dirt etc complete and applying two coats of alkaline rust converting primer Sika RustOff 100 orReArm Rust Remover with brush on the existing rebar for complete wetting of rusted metal surface and allowed to react it for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal / steel for about 5-7 days including surface preparation. Before applying protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth, complete all as specified and as directed by Engr-in-charge Note: Work to be executed by the authorised applicator of manufacturer only.
95M&L Providing and Application of Sika Friazinc/Aqua Arm Coat -Zp as passivator/ Anti corrossion coating to the steel reinforcement shall be applied The material shall be two component,cement based polymer modified two component coating for corrosion protection.The material shall be prepacked and ready to use. It shall be fully compatible with the reinstatement methods adopted complete all as specified and as directed by Engrin-charge.This shall include surface preparation and errection of steel porps as required for the application, complete all as specified and directed by Engr-in-Charge. Note:- Work to be executed by the authorised applicator of manufacturer only.
96M&L of two component solvent free epoxy bonding agent Sika Sikadur 32LP/ Re Arm Superbond or equivalent for bonding old to new concrete . The ready to use epoxy bonding agent shall be applied over old concrete using brush after cleaning of surface of all dust or latiance.The material is supplied as a two part material in pre weighed quantities for ready onsite mixing and use. The material shall exhibits the following properties Compressive strength 50 N/mm2 at 7D Flexural strenght 35N/mms at 7 D , Shear strength ION/mm2 at 7D and Tensile strength 20 N/mm2 and Bond Strength of ION/mm2.The new concrete shall be placed within the open time as specified by the manufacturer to ensure maximum bonding and application shall be as per the manufacturer instruction, complete all as specified and as directed by Engr-in-charge. Note: Work to be executed by the authorised applicator of manufacturer
97Rebuilding the section of damaged RCC elements to its original size in thickness of 25mm by hand or spray application by Providing and applying Sika MonoTop@- 122F single component, fibre reinforced, sulphate resistant, low shrinkage, high performance cementitious structural repair mortar or by micro concreting in the ratio of 1:2:4 added with water proofing admixture WP-10 or Sika Latex SBR as specified or complete all as specified and directed by Engr-in-Charge. Note:- Rates of scaffolding are deemed to included in the rates quoted by the contractor of BOQ for all items refered herein-before.
98Excavation in trenches in soft/loose soil not exceeding 1.50 mtr wide and not exceeding 1.50 mtr in depth for taking out and laying CI/GI pipe, complete all as specified and as directed by Engr-in-charge.
99Returing, filling in, including spreading, leveling watering and well ramming inlayers not exceeding 25 cms thick each layer, complete all as specified and as directed by Engr-in-charge.
100Removal of surplus spoil to a distance not exceeding 50 mtr away and depositing where directed at a level not exceeding 1.5 mtr above the starting point, complete all as specified and as directed by Engr-in-charge.
101Taking down old unserviceable GI/CI pipe 100 mm bore and supply, laying, jointing and testing new DI pipe 100 mm bore including special class "K-7" spigot and socketed ends in any length laid in trenches, complete all as specified and as directed by Engr-in-charge.
102M&L fo painting of Over head Rising main and delivery line of two colour code, Rising main blue colour and delivery line black colour with Arrow mark for mention rising and distribution line, complete all as specified and as directed by Engr-in-charge. Note:- Complete pipe line of one Over head tank with Sluice valves are count one unit.
103S&F in replacement of old U/S water level indicator devies electronic type including PVC copper cable0.5 Sqm of 10 coreand water sincer 07 No with copper PVC cable as required as per site, complete all as specified and as directed by Engr-in-charge.
104S&F in replacement cast iron fitting such as bends, tapers, (any type, radius and angle) tapers any type,(straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs tee pieces, single branch for spigot and socket and flanged pipe up to 150 mm bore complete all as specified and as directed by Engr-in-charge.
105S&F in replacment cast iron sluice valve 100 mm bore with flanged ends, with Gun metal spindle, CI gate with brass ring and iron wheel handle with jointing material such as nuts/bolts washers and rubber insertion sheet etc including taking out old U/S sluice valve, complete all as specified and as directed by Engr-in-charge.
106S&F in replacement unserviceable fully automatic star delta starter in sheet steel enclousure type ML-2 FASD 3 phase 440 volt 50 Hz of capacity 25 HP, complete all as specified and as directed by Engr-in-charge.
107M&L for replacment existing cast iron double air releasevalve of size 80 mm bore replacment of worn out bolts, nuts gasketsif any complete all as specified and as directed by Engr-in-charge.
108Repair to existing valve pits of internal dimensions 90cm x 90 cm x 90 cmmaking good disturbed/dismantled brick work in cement mortar (1:4) plastering surfaces in CM 1:6, 15mm thick and PCC coping in cement concrete 1:2:4 type B-1 and providing MS cover in replacement made out of MS sheet 3 mm thick duly welded to MS angle iron frame 35x35x5mmincluding frame work as per existing sizewith two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engr-in-charge. (a) M&L for brick work using sub class "B" (old size bricks) in CM 1:4 (b) M&L for rendering 15 mm thick in CM 1:4 finishing even and fair (c) M&L for PCC 1:2:4 type B-0 (using cum 12.5 mm graded stone aggregate ) as in coping (d) M&L for any type of mild steel work such as frame sheet 3 mm thick including welding (e) M&L for painting two coats of synthetic enamel paint over a coat of red oxide primer to untreated steel surface & prep of surface.
109Takeing down old u/s bleching dozing pump along with all accessories and Supply and install connecing. Testing and commissioning of High Pressuure single Head adjustable "DECLIBAC" Dosing system Model No VST 1005 and VST 1006 of the following specification. Adjustble High Pressure 5 Kg/Sq. cm. power input 230V, 50 Hz, 40 SPM 1/30 fractional Horsepower, Max output 10 Ltr with mandatory accessories like lead Tubing, connecting ferrules, check valves, etc (A) Preparation tank Model No VST 1005 of net capacity 100 Ltr, FRP dosing tank dia 650 x net Height 375 + conical 300. Gross height with stand 1000 mm consisting of : (i) Water inlet line (ii) Outlet with stainer (iii) Drain (iv) overflow (v) conical bottom for sludge depositing (vi) Pot hole with cover (vii) level gauge (viii) Agitator 120 watt 900 RPM single phase flange mounted motor with plastic shaft and impeller. (B) Service Tank Model No VST 1006 dia 480 x height 575 net capacity 100 Ltr consisting of (i) water inlet line (ii) Dosing pump inlet arrangement (iii) Drain (iv) Overflow (v) Level Gauge (vi) inspection port (vii) Agitator 120 watt 900 RPM Single Phase flange mounted moto with plastic shaft and impeller (ix) provision of mounting Pump on Lid/wall Make :DECLIBAC.
110Supply only Calcium based granuler disinfect suitable for treatment drinking water in 45 kg plastic drum complete all as specified and as directed by Engr-in-charge.
111S&F aviation light LED type fixed on the top of OHT of any height including necessary fixing accessories complete all as specified and as directed by Engr-in-charge.
112S&F CI double flanged Non-return valve 100 mm dia bore, class "B", High pressure PN 1.6 conforming to including bolts, nuts, washer and rubber packing complete all as specified and as directed by Engr-in-charge.
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