Provision Of Welcome Maintenance, Day To Day Petty Repairs,Cleaning Of Sewage Line,Septic Tank,Service Taks, Ug Sump And Drainage System At Icgs Vadinar Under Ge I Cg Porbandar Provision Of Welcome Maintenance, Day To Day Petty Repairs,Cleaning Of Sewage

Tender Notice

28589705
Corrigendum : Provision Of Welcome Maintenance, Day To Day Petty Repairs,Cleaning Of Sewage Line,Septic Tank,Service Taks, Ug Sump And Drainage System At Icgs Vadinar Under Ge I Cg Porbandar Provision Of Welcome Maintenance, Day To Day Petty Repairs,Cleaning Of Sewage
Indian
Gujarat
03-08-2021
09-08-2021
10-08-2021

Tender Details

Provision Of Welcome Maintenance, Day To Day Petty Repairs,Cleaning Of Sewage Line,Septic Tank,Service Taks, Ug Sump And Drainage System At Icgs Vadinar Under Ge I Cg Porbandar Provision Of Welcome Maintenance, Day To Day Petty Repairs,Cleaning Of Sewage Line,Septic Tank,Service Taks, Ug Sump And Drainage System At Icgs Vadinar Under Ge I Cg Porbandar

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Aug-2021 REV BOQ BOQ 09-08-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 70000.00 /-
Tender Value
Refer document

BOQ Items

Name of Work:PROVISION OF WELCOME MAINTENANCE, DAY TO DAY PETTY REPAIRS,CLEANING OF SEWAGE LINE,SEPTIC TANK,SERVICE TANKS, UG SUMP AND DRAINAGE SYSTEM AT ICGS VADINAR UNDER GE I CG PORBANDAR.
Sl. No. Item Description
1SCHEDULE "A"
2Excavation in trenches not exc 1.5m wide and not exc 1.50m depth and getting out in hard/dense soil complete all as specified and as directed by Engineer-in-Charge.
3Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm as in soils complete all as specified and as directed by Engineer-in-Charge..
4M & L for 50mm thickSand filling under floors or in foundationincluding watering and consolidation
5Removal of excavated soils n exc. 50m and depositing where directed at level n exc. 1.5M above the starting point complete all as specified and as directed by Engineer-in-Charge.
6M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregatedas in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
7M&L for PCC 1:2:4type B2 (using 40mm graded stone aggregate) as in foundation / surface channel or in sunken portioncomplete all as specified and as directed by Engineer-in-Charge.
8M&L for plain Cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in coping with and including use and waste of necessary formwork and finishing all exposed surfaces of concrete even and fair without using extra cement including weathering slightly rounded and chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge.
9M&L for Pre-cast cement concrete block masonry type C-1, 1:3:6 (20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and setting in cement mortar, 1:6 complete all as specified and as directed by Engineer-in-Charge.
10Ditto all as per item no 9but except blocks complete all as specified and as directed by Engineer-in-Charge.
11M&L for pre-cast RCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in cover slabs set in cement Mortar 1:4 and finished all exposed surfaces of concrete even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge..
12M&L Granite 20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed by Engineer-in-Charge.
13Taking down of Shutters of any descriptionexc 1 sq. m but n.exc 2.00 Sqmeach complete all as specified and as directed by Engineer-in-Charge.
14Taking down Chowkhats or frames exc 1.5 sq. m but n exc 4 sq. m each complete all as specified and as directed by Engineer-in-Charge.
15M&L for 2nd class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified and as directed by Engineer-in-Charge.
16Fixing only in other opening Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and as directed by Engineer-in-Charge.
17Fixing only in other opening factory made panelled shutter 35mm thick B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and as directed by Engineer-in-Charge.
18M&L Glazed and skeleton shutters 35mm thick, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and as directed by Engineer-in-Charge.
19M&L Flush shutters 35mm thick , solid core construction, with partical board core and plywood face panels, commercial type on both sides complete all as specified and as directed by Engineer-in-Charge.
20S&F 100mm long Butt hinges, medium weight, cold rolled mild steel, and fixed complete all as specified and as directed by Engineer-in-Charge.
21S&F Aluminium alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40mm and fixed with aluminium wire staples complete all as specified and as directed by Engineer-in-Charge.
22All as per item No 20 above, but in repairs
23S&F 200 mm long aluminium anodised, barrel tower bolt of extruded sections complete all as specified and as directed by Engineer-in-Charge..
24S&F 150mm long aluminium alloy handled, fabricated type anodised complete all as specified and as directed by Engineer-in-Charge..
25S&F 150mm long mild steel ordinary rat tail rod pattern springs including roller and roller complete complete all as specified and as directed by Engineer-in-Charge..
26S&F 300mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and as directed by Engineer-in-Charge.
27S&F Steel work inas in grills and gratings, gates , railings, tubular trusses, pillars, purlins etc including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and as directed
28S&F Mild steelCRS TMT bars 10 dia, 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 Engineer-in-Charge..
29S&F in repairs Prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws.
30Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises complete all as specified and as directed by Engineer-in-Charge.
31M & L for PCC 1:2:4 type B0 (using 12.50mm gradedstone aggregate) 25 mm thick as in sub base to receive tiles.
32M&L for Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to matchand including 15mm screed bed or bedding layer in 1:6 CM complete all as specified and as directed by Engineer-in-Charge.
33M&L for Non - skid Ceramic tiles 10 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 matchand including 15mm screed bed or bedding layer in 1:4 CM complete all as specified and as directed by Engineer-in-Charge.
34M&L for Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match and including 15mm screed bed or bedding layer in 1:4 CM complete all as specified and as directed by Engineer-in-Charge.
35M&L for Glazed ceramic tiles in vertical surface 1600x 800x 10m thick set and jointed in neat cement slurry and pointed in white or colour cement to match and including 15mm screed bed or bedding layer in 1:3 CM complete all as specified and as directed by Engineer-in-Charge.
36M&L for Virified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc. set and jointed in neat cement slurry over screed bed of 15 mm thick 1:6 and pointed in white or coloured cement to match complete all as specified.
37All as per Item No-35 above butover screed bed of 15 mm thick 1:4 in vertical surfaces and pointed in white or coloured cement to match complete all as specified.
38M & L Coloured chequred cement concrete tiles of 20cmx20cmx25mm thick set jointed and pointed in neat sement slurry in floors over screed bed or bedding layerin CM 1:4, 20mm thickwith grey cement and no pigments, all as per directed by Engineer-in-charge.
39M&L for 18-20mm thick Granite (of any type) machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding andpolishing complete all as specified and as directed by Engineer-in-Charge.
40M&L for PCC 150mm thick,1:3:6 type C2 using 40mm graded stone aggregate as in sub base.
41M & L Machine pressed precast concrete interlocking paver block of any colourany shape and size confirming to IS 15658-2006 of rubber moulded 60mm thickness, M-35 Grade with grey cement andpigment including taking down of existing paver blocks complete all as specified and as directed by Engineer-in-Charge.
42M&L for PCC 100mm thick,1;2;4 type B2 using 20mm graded stone aggregate as in hardstanding.
43Forming construction joint 30mm deep x 10mm wide filled with sealing compound of grade "B"
44Taking down mud plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing downwith water, etc complete all as specified and as directed by Engineer-in-Charge.
45M&L Granite (of any type) tiles 20mm thick machine cut, as in skirting/dadoes, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete as in vertical surfaces over 20mm thick screed bed in CM (1:3) complete all as specified and as directed by Engineer-in-Charge.
46S&F 150mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars, including all levelling complete all as specified and as directed by Engineer-in-Charge.
47-do- but except pipes and collors complete all as specified and as directed by Engineer-in-Charge.
48S&F in repairs PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls of bore 110mm (rates includes for making good disturbed surfaces) complete all as specified and as directed by Engineer-in-Charge..
49All as per item No 48 above, but 75mm dia complete all as specified and as directed by Engineer-in-Charge.
50M&L rendering 15mm thick on stone or concrete surfaces in CM 1:4 finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge..
51All as per item No 50 above, but 5mm thick cemet plaster on ceiling in CM 1:3 complete all as specified and as directed by Engineer-in-Charge.
52Cleaning of water tank of capacity exc 500 ltrs but n. exc 1000 Ltr removing all scale and dirt etc. by brushing with iron brushes, removing green algae etc. by using bleaching powder, all from tanks and from mouths of circulating pipe etc. complete all as directed by Engineer -in- Charge. (Note : The Contractor will write date of cleaning on tank as directed by Engineer-in-Charge.)
53M&L for complete removal of existing treatment andpreparation of old decorated plastered surfaces of walls including cornices, pilasters etc. and applying one coat of oil bound distemperover one coat of primercomplete all as specified and as directed by Engineer-in-Charge.
54All as per item No 53 above, but on ceiling
55M&L for complete removal of existing treatment andpreparation of old decorated plastered surfaces of walls and applying two coat OBD over a coat of chalk white primer of approved shade complete all as specified and as directed by Engineer-in-Charge.
56All as per item No 56 above, but on ceiling
57M&L for preparation of new plastered surfaces of wall applying three coat white wash complete all as specified and as directed by Engineer-in-Charge.
58M&L for preparation of new plastered surfaces of wall applying two coat OBD over a coat of chalk white primer of approved shade complete all as specified and as directed by Engineer-in-Charge.
59M&LPreparation of old decorated plastered surfaces of ceilingincluding cornices, pilasters etc. and applying two coat of whiter washover one coat of primercomplete all as specified and as directed by Engineer-in-Charge.
60M&LPreparation of old decorated plastered surfaces of wallincluding cornices, pilasters etc. and applying one coat of whiter washcomplete all as specified and as directed by Engineer-in-Charge.
61M&L Preparation of old decorated wooden surfaces including cornices, pilasters etc. and applying one coat of synthetic enamel paintcomplete all as specified and as directed by Engineer-in-Charge.
62M&L Preparation of old decorated steel surfaces including cornices, pilasters etc. and applying one coat of synthetic enamel paintcomplete all as specified and as directed by Engineer-in-Charge.
63M&L for complete removal of existing treatment andpreparation of old decorated steelsurfaces including cornices, pilasters etc. and applying two coat of synthetic enamel paint over one coat of primercomplete all as specified and as directed by Engineer-in-Charge.
64M&L Preparation of newsteel surfaces including cornices, pilasters etc. and applying two coat of synthetic enamel paintover a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.
65S&F in replacement of 500 ltr capacity rotational moulded polythylene water storage tanks (cylindrical, vertical with closed top ), including 20mm diaBall valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed complete all as specified and as directed by Engineer-in-Charge. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms), all specified in SSR Part-Icomplete all as specified & directed.
66All as per item No 65 above, but 1000 Ltrs complete all as specified and as directed by Engineer-in-Charge.
67Cutting into existing manholes for connecting new drains, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement mortar 1:2:4 type B1, (using 20mm graded stone aggregate) smooth finished and reforming, benching as required , internal dia of pipe 150mm complete all as specified and as directed by Engineer-in-Charge. .
68S&F in repairflushing cistern 10ltr capacity body molded from design quality high impact polly propylene critical, PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets and 15mm bore 450mm long PVC connection all as specified and directed by Engineer-in-charge
69S&F in repairs Vitreous China wash down water closet pan (pedestal pattern), white ISI marked make : prayag cat no 4016 or equivalent model as approved by Engr-in-Charge
70S&F in repairs Water closet (Squatt pattern) ,‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to floor complete all as specified and as directed.
71Supply only vitreous china wash basin, white, flat back, size 550 x 400 mmmake : prayag (cat no 4645) or equivalent model as approved by Engr-in-Charge
72S&Fin repairs15mm bore Pillar taps, fancy type cast copper alloy, 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 complete all as specified
73S&F in repair 15mm bore stop valves,(conceled type) fancy type cast copper alloy screwed pressure, with crutch of butterfly handle, screwed both ends for iron pipe for unions and fixed,complete all as specified and directed.
74S&F in repair 20mm bore stop valves,(conceled type) fancy type cast copper alloy screwed pressure, with crutch of butterfly handle, screwed both ends for iron pipe for unions and fixed,complete all as specified and directed.
75S&F in repairs Liquid Soap Container of PTMT all as specified & directed.
76S&F in repairs PVC connetctions 15mm size with PTMT nuts of length 450mm complete all as specified & directed.
77S&F in repairs PVC connetctions 15mm size with PTMT nuts of length 600 mm complete all as specified & directed.
78S&FCPGrating,100mm dia in repairs all as specified.
79Taking up or down 15mm dia steel tubing and connections, including cleaning for re-fixing or removal to store complete all as specified and as directed by Engineer-in-Charge.
80All as per item No 79above, but20mm bore complete all as specified and as directed by Engineer-in-Charge.
81S&F 15mm Tubes, "medium grade", galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge.
82All as per item No 81 above, but except tubes 15mm bore complete all as specified and as directed by Engineer-in-Charge.
83S&F 20mm Tubes, "medium grade", galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge.
84-do- but except tubes 20mm bore complete all as specified and as directed by Engineer-in-Charge.
85Preparation of new wooden surface exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engineer-in-Charge..
86S&F in repairs PVC (SWR) bends of 110 mm dia complete all as specified and as directed.
87S&F in repairs PVC (SWR) bends of 75 mm dia complete all as specified and as directed.
88S&F in repairs PVC (SWR) branch piece, single (single Y) equal or unequal of 110 mm dia complete all as specified and as directed.
89S&F in repairs PVC (SWR) branch piece, single (single Y) equal or unequal of75 mm dia complete all as specified and as directed.
90M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregated ) for 150mm dia pipe bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge.
91Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
92Demolition and breaking up drain pipes (salt glazed stone ware) AC or reinforced concrete, set in cement mortar; internal dia of pipe 150mm complete all as specified and as directed by Engineer-in-Charge.
93Demolition of stone masonry /Block walling built in cement mortar of any description complete all as specified and as directed by Engineer-in-Charge.
94Demolition ofConcrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed
95Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer-in-Charge..
96M&L for preparation of new plastered surfaces of wall applying two coat of exterior weather proof paint over a coat of chalk white primer of approved shade complete all as specified and as directed by Engineer-in-Charge.
97S&F in repairs kitchen plate rack of stain less steel 1.00 mm thick of size 75 cmx90cmwith suitable shelves/rack complete all as specified and directed by Engineer-in-Charge.
98S&Fin repairs 15mm bore Angle Cock Chromium plated, cast copper alloy screwed pressure, with crutch of butterfly handle, screwed both ends for iron pipe for unions and fixed, complete all as specified and directed.
99S&F in repairs swan neck pillar cock 15 mm dia screwed for iron pipe or for brass ferrule & fixedcomplete all as specified & directed.
100Supply only in repairs bib cock with wall Flange 15mm dia, long body screwed for iron pipe complete all as specified & directed.
101All as per item No 100 above, but short body
102Supply and fixing in repairs16mm dia CPVC pipes, SDR -11 including all fitting and fixture completeall as specified and directed by Engr-in-Charge
103"-do- but except tubes 16mm bore complete all as specified and as directed by Engineer-in-Charge.
104Supply and fixing in repairs 20mm dia CPVC pipes, SDR -11 completeall as specified and directed by Engr-in-Charge
105All as per item No 104 above, butexcept tubes 20 mm bore complete all as specified and as directed by Engineer-in-Charge.
106Providing and fixing in repairs Aluminum Composite panels in all coloures ofapproved brandfor external/ internal wall cladding at all heights and elevations including necessary aluminium composite panel consist of3mm thermoplastic core of anti oxident LDPE sandwitched between two skin of 0.5 mm thick alloy sheet making a total sheet thickness of 4 mm.The surface shall be finished with PDVF base coating on the top side and service coating on the reverse side shall be with a polymer paint. The system to be fixed to the brick/stone/masonry/RCC walls/framed structure with necessary clamps, bracket and anchor fasteners fixed over and including base frame fabricated with aluminium square pipe of size 25mmx20mm with 1mm thickness in 600mmx600mm size grid including stainless steel screws, nut, bolts, washers, cleats, weather silicone sealent for groove filling, backer rods etc, complete all as per Manufacturer instruction and all as specified and as directed by Engr-in-Charge. All Clamps and brackets shall be hot dip galvanised minimum 80 micron thick and confirmed to IS : 4759 - 1996. The extruded aluminium sections shall be anodised in approved colour with anodic coating minimum 20 microns. (items include cost of aluminium frame, ACP Panels, Cramps, weather sealent, gasket, foam, fixtures, scaffolding, all machineries and any other fastening streps, nuts, bolts, rivets, washers, etc complete). The manufacturer shall also give guarantee/warranty for ACP panels for a period of Five years. Make of ACP:- ALUPEX/ALUDECOR/ALSTRONG.
107Material and labour for water proofing treatement in sunken portion by applying one coat of oil base bituminous primer @ 0.3 kg/sqm with brush /roller, laying of 3mm thick APP based polymer modified membrane (mineral finish) reinforced non-woven polyster, weight not less than 3.50 kg/sqm and sealing all the over laps 100mm in length side and 100mm in width side of membranes laid with torch application complete all as specified and as directed.
108Taking down out (desilting) silt, brick bats debris liquid waste sludge in solid/semi solid state from Manholes of any capacites including pumping out sludge wherever necessary plugging diverting the flow in the drain if necessary and staking the removed silt/sludge in deposit away from the edge of manholes as directed including use of safety belt dry cells torch for lighning in side the manholes as directed including use of safety belt dry cells torch for lightning in side the manholes and taking down similar precautionary measures and removing the sludge etc to out side MD land and cleaning the manholes with clean water etc all as specified and directed by Engineer-in-Charge.
109Taking out silt, liquid waste, sludge etc. in solid/semi solid state from septic tanks of various capacities and suitably disposed off outside MD land complete all as specified and as directed.
110M&L Preparation of old decorated plastered surfaces of walls including cornices, pilasters etc. and applying one coat of acrylic weather proof paintscomplete all as specified and as directed by Engineer-in-Charge.
111S&F in repairs vanitee cabinate of overall size 0.90 mtr x 1.70mtrwith one nos of mirror having size 0.75mtr x 0.80 mtr , one wash basin of size 0.50 x 0.30mtrs , with one wash basin mixture of approved shade and size complete all as specified and as directed. Make- Jaquar or equivalents as approved by users.
112S&F in repairs shower enclosure having overall size 1 mtr x 1mtr x 2.00 mtr height with 5-8mm thick glass with sliding door arrangements, having one complete shower panels of size 0.20 x 0.10 x 1.50 mtr height with over head shower, hand shower, mixing arrangements for hot and cold water etc complete all as specified and as directed. Make- Jaquar or equivalents as approved by users.
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