Public Administrative Department Government Departments Closing in 0 days TDR #42391107

Tender For Construction Of 06 Nos. Type Iii For Gpa (T/S) Including Rain Harvesting System At Shadipur Section, Near Uhc Shadipur (Land Available) Including Development Of Site

Issued by Government Departments · shadipur, Andaman And Nicobar Islands
Tender Value
1.87 Crore
Estimated cost
Bid Submission
20 Mar 2024
0 days left
EMD
3.74 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
shadipur → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of 06 Nos. Type Iii For Gpa ( T / S ) Including Rain Harvesting System At Shadipur Section, Near Uhc Shadipur ( Land Available ) Including Development Of Site

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 05-Mar-2024 Corrigendum no 628 Date 20-Mar-2024
2 13-Mar-2024 Corrigendumno737 Financial Bid 20-Mar-2024

BOQ

Name of Work:Construction of 06 Nos. Type III for GPA (T/S) including rain harvesting system at Shadipur Section, near UHC Shadipur (Land Available) including development of site
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
2All kinds of soil
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
4All kinds of soil.
5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
6Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
7All kinds of soil
8Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
101:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
111:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
12Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
13Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
14Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
15Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
161:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
17Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
181:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
19Centering and shuttering including strutting, propping etc. and removal of form for
20Foundations, footings, bases of columns, etc. for mass concrete
21Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
22Suspended floors, roofs, landings, balconies and access platform
23Lintels, beams, plinth beams, girders, bressumers and cantilevers
24Columns, Pillars, Piers, Abutments, Posts and Struts
25Stairs, (excluding landings) except spiral-staircases
26Weather shade, Chajjas, corbels etc., including edges
27Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
28Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
29Thermo-Mechanically Treated bars of grade Fe-500D or more.
30Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
31Thermo-Mechanically Treated bars of grade Fe-500D or more.
32Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
3335 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
3425 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws
35Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete.
36Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
37250x16 mm
38Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
39Fixed to steel windows by welding
40Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
41200x10 mm
42150x10 mm
43100x10 mm
44Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
45125 mm
46100 mm
47Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
48Single rubber stopper
49Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge.
50Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC \"C\" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the \"C\" Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer\"s specification & drawing.
5130 mm thick plain PVC door shutters
52Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
53Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
54Electric resistance or induction butt welded tubes
55Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
56Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
57Providing and fixing bolts including nuts and washers complete.
58Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
59In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
60Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
61Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
62Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.
63Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding pointing the joints with white cement and matching pigments etc., complete.
64Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
65110 mm diameter
66Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
67110 mm
6875 mm
69Providing and fixing pre-painted galvanised (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equalavent(size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping aluminium screws (Xylan) of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
70Providing and fixing pre-painted galvanised (PPGL) steel profile sheets AZ-150 of brand TATA Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd., or equivalent. roofing acessories 0.50mm (+0.50%) total coated thickness with aluminium Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping aluminium screws complete :
71Ridges plain (500 - 600mm)
72Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
73Gutter (600 mm over all girth)
74Vally
7512 mm cement plaster of mix :
761:4 (1 cement: 4 fine sand)
7715 mm cement plaster on the rough side of single or half brick wall of mix :
781:4 (1 cement: 4 fine sand)
796 mm cement plaster of mix :
801:3 (1 cement : 3 fine sand)
81Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
82Finishing walls with Acrylic Smooth exterior paint of required shade :
83New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
84Applying priming coat:
85With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
86With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
87Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
88Two or more coats on new work
89Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
90Two or more coats on new work
91Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required:
92White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests
93Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the wallswherever require:
94White Vitreous China Wash basin size 550x400 mmwith a pair of 15 mm C.P. brass pillar taps
95Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink asper IS:13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making goodthe walls wherever required :
96Kitchen sink with drain board(51.1.1) 510x1040 mm bowl depth 178 mm
97Providing and fixing P.V.C. waste pipe for sink or wash basin includingP.V.C. waste fittings complete.
98Flexible pipe(52.1.1) 32 mm dia
99Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete.
100Providing and fixing PTMT towel rail complete with brackets fixed towooden cleats with CP brass screws with concealed fittingsarrangement of approved quality and colour.
101600 mm long towel rail with total length of 645 mm, width78 mm and effective height of 88 mm, weighing not lessthan 190 gms.
102Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls
10320 mm nominal dia Pipes
104Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
10525 mm nominal dia Pipes
10640 mm nominal dia Pipes
107Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
10825 mm nominal bore
10940 mm nominal bore
110Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
111100 mm diameter
112Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
113Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
11415 mm nominal bore
115Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
11615 mm nominal bore
117Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
11815 mm nominal bore
119Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
12015mm nominal bore
121Providing and fixing PTMT grating of approved quality and colour.
122Circular type(64.1.1) 100 mm nominal dia
123Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
124Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in- charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
125Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge.
126Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
127Providing and fixing eaves and facia board with WPC board of 18mm thick and 30 cm width of approved brand and manufacture with necessary screws etc. all complete as per the direction of Engineer - in - Charge.
128Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).
129Superior hardwood Cat-II (A)
130Providing cement concrete surface drain with 1:3:6 (1: Cement 3: Coarse sand 6: Stone aggregate 40mm nominal size) finished with 12 mm thick cement plaster 1:4 (1: Cement 4: fine sand) including floating coat of neat cement inside the drain and its top and exposed surface, including earthwork in excavation and dispose of surplus earth etc. complete :a) 23 x 23 cm
131Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
1326 mm thick Cement fiber board as per IS: 14862
133Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge:
134Rectangular manhole 90x80 cm and 45 cm deep
135Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:
136Two or more coats on new work
137Providing and fixing uPVC, waste and vent pipes of 110 mm dia
138Providing and fixing uPVC, waste and vent pipes of 75 mm dia
139Providing and fixing UPVC moulded fittings / accessories for UPVC pipes (working pressure 6 kg / sqcm) including jointning with solvent.
140Plain Bend 110 mm dia
141Plain Bend 75 mm dia
142Providing and fixing UPVC moulded fittings / accessories for UPVC pipes (working pressure 6 kg / sqcm) including jointning with solvent.
143110 mm uPVC Door Bend
14475 mm uPVC Door Bend
145Providing and fixing uPVC single equal plain junction of required degree :
146110x110x110 mm
14775x75x75x75 mm
148Providing and fixing Terminal guard 110 mm dia
149Providing and fixing uPVC nahani trap.
150110x75 mm
151Supplying and filling in plinth with pulverised sand under floors including, watering, ramming consolidating and dressing complete
152Providing and laying hollow cement concrete block walling upto floor five level 100mm thick consisting of hollow block of size 400x100x200mm of mix 1:3:6(1 :cement 3 :coarse sand 6 :graded stone aggregate 10mm nominal and down size) having a crushing strength of 3.5N/sqmm at 28 days as per IS:2185 (part-I) 1979 laid in cement mortar 1:6(1 :cement 6 :coarse sand) upto floor five level.
153Providing and laying hollow cement concrete block walling upto floor five level 200mm thick consisting of hollow block of size 400x200x200mm of mix 1:3:6(1 :cement 3 :coarse sand 6 :graded stone aggregate 10mm nominal and down size) having a crushing strength of 3.5N/sqmm at 28 days as per IS:2185 (part-I) 1979 laid in cement mortar 1:6(1 :cement 6 :coarse sand) upto floor five level.
154Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
155Providingand fixing panelledor panelledand glazedshuttersfor doors, windowsand clerestorywindows, includingISI marked M.S. Pressed butthingesbrightfinishedof requiredsize with necessaryscrews, excluding panellingwhich will be paid for separately, all completeas per direction of Engineer-in-charge.
156Superior hardwood Cat-II (A)35 mm thick shutters
157Construction of 1 No. Septic Tankfor 50 users Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
158All kinds of soil.
159Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1601:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1611:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).
162Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
163Centering and shuttering including strutting, propping etc. and removal of form for :
164Foundations, footings, bases of columns, etc. for mass concrete
165Suspended floors, roofs, landings, balconiesand access platform
166Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
167Thermo-Mechanically Treated bars of grade Fe-500D or more.
168Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
16940 mm thick with 20 mm nominal size stone aggregate
17012 mm cement plaster finished with a floating coat of neat cement of mix :
1711:4 (1 cement: 4 fine sand)
172Providing and fixing soil, waste and vent pipes :
173100 mm dia. (93.1.1) Sand cast iron S&S pipe as per IS: 1729.
174Providing and fixing single equal plain junction of required degree :
175100x100x100 mm (86.1.1.) Sand cast iron S&S as per IS - 1729
176Providing and fixing terminal guard:
177100 mm (95.1.1) Sand cast iron S&S as per IS - 1729
178Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
179100 mm diameter pipe
180Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
181Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : (97.1.1) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
182Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :
183With 20 mm diameter round bar
184Supplying and fixing C.I. cover without frame for manholes :
185455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

AI Tender Summary

OUR REF NO 42391107
AUTHORITY Government Departments
TENDER VALUE 1.87 Crore
LAST DATE 20-03-2024
Authority
Authority Name Andaman Public Works Dept
Work Description Construction Of 06 Nos. Type Iii For Gpa ( T / S ) Including Rain Harvesting System At Shadipur Section, Near Uhc Shadipur ( Land Available ) Including Development Of Site
Basic Detail
Tender No NIT No.27/SE/PBCC/2023-24
Bidding Type Tender
Location
City shadipur
State Andaman And Nicobar Islands
Key Dates
Publish Date 13 Mar 2024
Submission Date 20 Mar 2024
Open Date 15 Mar 2024
Finance
Tender Value 1.87 Crore
Tender Fee Ref. Documents
EMD 3.74 Lakhs
Exemption Not Available
Document List
6ca3216b-ecfd-41e1-a61c-b7f4c3b58dc1.html
BOQ_14340.xls
Instructions-to-bidders.pdf
TD-NIT-No-27-SE-2023-24.pdf
Tendernotice_1.pdf

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Tender Timeline

Mar 13, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 20, 2024
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 20, 2024
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 20, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 15, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

6ca3216b-ecfd-41e1-a61c-b7f4c3b58dc1.html

xls

BOQ_14340.xls

pdf

Instructions-to-bidders.pdf

pdf

TD-NIT-No-27-SE-2023-24.pdf

pdf

Tendernotice_1.pdf

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