Agriculture Government Departments Closing in 0 days TDR #33351206

Construction Of Village Knowledge Center At Kathalia Under Kathalia Agri Sub-Division, Sepahijala District ( Ridf-Xxvii ) . / S.H:- Construction Of Main Building Including Sanitation; Installation Of Mini Deep Tube Well; Construction Of Drinking Water

Issued by Government Departments · sonamura, Tripura
Tender Value
67.24 Lakhs
Estimated cost
Bid Submission
31 Aug 2022
0 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
sonamura → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Village Knowledge Center At Kathalia Under Kathalia Agri Sub-Division, Sepahijala District ( Ridf-Xxvii ) . / S.H:- Construction Of Main Building Including Sanitation; Installation Of Mini Deep Tube Well; Construction Of Drinking Water Filters Of 3280 Ltr Capacity & Construction Of Boundary Wall Including Ms Grill

BOQ

Name of Work: Construction of Village Knowledge Center at Kathalia under Kathalia Agri Sub-division, Sepahijala District (RIDF-XXVII). /S.H:- Construction of Main building including Sanitation; Installation of mini Deep Tube Well; Construction of Drinking Water Filters of 3280 Ltr Capacity & Construction of Boundary Wall including MS Grill Gate
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil
3Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.-All kinds of soil
4Filling 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.-All kinds of soil
5Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
6Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:a) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
7b) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
8Making plinth protection 50mm thick of cement concrete1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
9Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
10Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
11Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
12Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
13Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
14Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-a) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
15Centering shuttering including struttings, propping etc.and removal of form work for:-A) Foundations, footings, bases for columns etc. for massconcrete with timber plank
16B) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
17C) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply.
18E) Suspended floors, roofs, landings, balconies and access platform with shuttering ply
19F) Weather shade, chajjas, corbels etc. including edges
20G) Stairs (excluding landings) except spiral-staircases with wooden plank
21H) Swalls (any thickness) including attached pillasters, butterness, plinth and string courses etc using shuttering ply
22Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
23First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement: 4 fine sand ).
24First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-a)In cement mortar 1:4 ( 1 cement : 4 fine sand ).
25Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
26Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).
27Providing wood work in frames of doors, windows,clerestory windows and other frames, wrought framed and fixed in position :Karai Wood
28Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non 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.a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
29Providing 40 × 5 mm flat iron hold fast 40 cm longincluding fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embedding in cementconcrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement :3 fine sand : 6 graded stone aggregate 20mmnominal size).
30Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In- Charge using 100x8 sheet metal CSK screws.
31Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter).
32Providing 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 :a) 300x16 mm
33b) 250x16 mm
34Providing 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 :a) 300x10 mm
35b) 150x10 mm
36Providing 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 :a) 125 mm
37Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not lessthan grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.
38Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.A) Fixed to openings /wooden frames with rawl plugs screws etc.
39Providing and fixing aluminium work for doors, windows,ventilators and partitions withextruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading forglazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawing andthe directionofEngineer-in-charge.(Glazingand paneling and dash fasteners to be paid for separately)a) For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):- Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimumanodic coating of grade AC 15).
40Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :-A) With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
41Providing and fixing M.S. fan clamp of type 1 or 16 mm MS bar bent to shape with holed ends in RCC slabs beams, during laying of steel excluding painting exposed portion of loop, all as per standard design complete.
42Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
43Providing 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, including 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.).
44Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete.a)40 mm thick with 20 mm well burnt brick aggregate
45b) 25 mm thick with 12.5 mm well burnt brick aggregate
46Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed ofcement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-Charge.
47Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
48Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.Ceramic Tiles 1st quality 300 x 300mm in all shades and designs
496 mm cement plaster of mixIn cement mortar 1:3 ( 1 cement : 3 fine sand ).
5012 mm cement plaster of mixIn cement mortar 1:4 ( 1 cement : 4 fine sand ).
5115 mm cement plaster on the rough side of single or half brick wall of mix:In cement mortar 1:4 ( 1 cement : 4 fine sand ).
52Neat cement punning.
53Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including water thinable priming coat to give an even shade (payment shall be made after submission of test certificate issued by manufacturer).-New work ( two or more coats) over and including water thinnable priming coat with cement primer.
54Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 kg/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete(payment shall be made after submission of test certificate issued by manufacturer).New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
55Applying priming coat:(Payment shall be made after submission of test certificate issued by the manufacturer)With ready mixed pink primer of approved brand and manufacture on wood work ( hard & soft wood ).
56Painting with synthetic enamel paint ( two or more coats) of required colour of approved brand and manufacture on new work to give an even shade.(Payment shall be made after submission of test certificate issued by the manufacturer)
57Providing 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 solventcementandthecost 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 etc. a) 15 mm nominal outer dia.Pipes.
58b)20 mm nominal outer dia .Pipes
59c) 25 mm nominal outer dia .Pipes.
60d)32 mm nominal outer dia .Pipes.
61Providing 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. a) 40 mm nominal outer dia .Pipes
62b)50 mm nominal outer dia .Pipes.
63aProviding and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):32 mm nominal bore
64Providing and fixing gun metal non-return valve of approved quality (screwed end):32 mm nominal bore
65Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm long. 15 mm nominal bore
66Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931. 15 mm nominal bore
67Providing and fixing PTMT grating of approved quality and colour.A) Circular type.100 mm nominal dia.
68cutting holes upto 30x30 cm in walls including making good the same :i) With 1st class bricks.
69cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof.
70Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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
71Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :White Vitreous china Orrisa patternW.C. pan of size 580x440 mm with integral type foot rests.
72Providing and fixingwhitevitreouschinapedestal typewatercloset (Europeantype W.C.pan)with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid
73Providing and Fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittingsandbrackets,cuttingand making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern.
74Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
75Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps,32mmC.P.brasswaste ofstandardpattern,including paintingoffittings and brackets, cutting and making good the wallswherever require :White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps.
76Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required:460x915 mm bowl depth 178mm.
77Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.A)Flexible pipe i)32 mm dia
78Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
79Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
80Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg / cm2) conforming to IS : 13592 Type-A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:Single socketed pipe - 110 mm OD
81Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessoriesfor unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointingwith seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion:. a) Coupler
82b)Single equal tee without door i)110x110x110mm
83c)Single equal tee with door i)110x110x110mm
84d)Bend 87.5° i)110mm
85e)Pain shoe i)110mm
86Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC pipesby means of 50x50x50mm hard wood plugs,screwed with M.S.screwsofrequiredlengthincluding cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.a)110mm
87Providing and fixing to the inlet mouth of PVC pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete.a)110mm
88Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :i)Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
89Constructing soak pit 1.20x 1.20x 1.20 m filled with brickbats S.W drain pipe 100mm diameter and 1.20m long complete as per standard design
90Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2.
91Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
92Providing and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
93Grading roof for water proofing treatment complete as required as per direction of the Engineer-in-charge with:a)Cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
94Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification
9593Supplying chemical emulsion in sealed containers including delivery as specified. a)Chlorpyriphos/Lindane emulsifiable concentrate of 20%
96Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
97Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion):Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
98Constructionn of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels, and dimensions as per approved designs and MoRD technical specification clause 307,1606 Excavated material to be used in embankment at site ( in/c centering, shuttering,etc but, excluding reinforcement). kerb and channel drain (top clear width 600mm bottom clear width 150mm and clear depth of 200mm. in ordinary soil.
99Providing and fixing brass bib cock of approved quality. 15 mm nominal bore
100Supplying and fittting fixing in position locally made carbon filter 300mm dia in the water storage tank as per direction of the engg-in=charge.
101Construction of Barak Bamboo scaffolding for drilling & lowering of tube well including cutting a tank 2.00 m X2.00 m X 0.90m size in drilling point & connecting the two tank with 0.30mt width & 0.15 m deep drain
102Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal ofexcess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge.i. 100 mm dia
103Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer - in - charge.i. from 100 mm dia pilot hole to 250 mm bore hole
104Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge. \"CM\" Casing pipe150 mm dia
105100 mm dia
106B. \"RS\" pipei. 100 mm dia
107Development & washing the tube well by using Air Compressor (diesel operated) until sand free clear water is available as per direction of Engg.- in - charge
108Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in - charge.i)with pea gravels obtained from Golaghat, Assam
109Providing, fitting fixing, lowering, positioning & resting of submersible pump having capacity of 2000GPH, 45mt. head with single phase motor of required capacity including 40mm dia.30m length (medium class) GI column pipe assembly and delivery bend 90 etc. complete as per direction of the Engineer-in-charge.
110Providing, fitting fixing, lowering positioning & resting of 40mm dia. G.I. column pipe (medium class) both end threaded (maximum length of each column pipe is 3mtr. & total 21m long column assembly) including fitting fixing of necessary G.I. socket with submersible pump set by taplon & other compounding materials etc. complete in all respect as per direction of the Engineer- in-charge.
111Supplying and fitting fixing of M.S.(18 SWG) ‘KIOSK’ (size:-1200mm length x 450mm width x 450mm height) with four side slope roof fitted with 4 Nos. support of 40mm x 40mm (6mm thick) M.S. angle, 1.00 mtr. length from the top level of concrete base embedded in 1:2:4 cement concrete base (size 300mm x 300mm x 500mm) with proper locking arrangement and coated with anti-corrosive paint (both inside and outside) including necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. complete in all respect as per direction of the Engg. In-Charge.
112Supplying and fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relay, Volt meter & Amp. Meter), 32 Amps Main switch (220 volt) of Havels / BCH/ L&T make including necessary electric wiring in the KIOSK and GI pipe earthling etc. complete as per direction of the Engg. In-Charge.
113Construction of cement concrete 1:2:4(1 cement : 2 R/Sand : 4 jhama Brick aggregate 20 mm nominal size) working platform of 1.85 m dia, 15 cm thick with 100 mm thick border of including plastering, net cement punning etc. complete.
114Extension of electric service connection within 30 m. length of LT Line including providing and fixing G.I. Pipe of 40 mm dia. TATA medium class of 3.00 mt length fitted in the C.C. block 1:2:4(1 cement : 2 R/Sand : 4 jhama Brick aggregate 20 mm nominal size) of 300 mm x 300 mm x 500 mm.
115Providing and fixing of UPVC reducer suitable for UPVC \"CM\" casing or \"CS\" casing or \"RS\" pipes as per specification and direction of the Engineer - in - charge.ii. 150 x 100 mm dia
116Providing and fixing of bail plug ( made with 8 mm thick MS sheet ) by welding with blind pipe including applying of anticorrosive bitumastic paint as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in - charge.i. for 200 mm dia ERW pipes
117Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification ( IS :2800 (part-I)) and direction of the Engineer - in - charge.ii. 200 mm dia
118Providing and fixing of UPVC end cap / well cap suitable for UPVC \"CM\" casing or \"CS\" casing or \"RS\" pipes as per specification and direction of the Engineer - in - charge.iii. 150 mm dia
119Providing and fixing safety clamp with submersible pump set as per direction of Engineer-in-charge 100 mm dia

AI Tender Summary

OUR REF NO 33351206
AUTHORITY Government Departments
TENDER VALUE 67.24 Lakhs
LAST DATE 31-08-2022
Authority
Authority Name Department Of Agriculture
Work Description Construction Of Village Knowledge Center At Kathalia Under Kathalia Agri Sub-Division, Sepahijala District ( Ridf-Xxvii ) . / S.H:- Construction Of Main Building Including Sanitation; Installation Of Mini Deep Tube Well; Construction Of Drinking Water Filters Of 3280 Ltr Capacity & Construction Of Boundary Wall Including Ms Grill
Basic Detail
Tender No 07/SE/AGRI/EE(WEST)/2022-23
Bidding Type Tender
Location
City sonamura
State Tripura
Key Dates
Publish Date 02 Aug 2022
Submission Date 31 Aug 2022
Open Date 01 Sep 2022
Finance
Tender Value 67.24 Lakhs
Tender Fee 4000
EMD 1.34 Lakhs
Exemption Not Available
Document List
2e468098-97ca-4f19-a70c-84b7775c2e02.html
BOQ_31141.xls
Kathalia_VKC_New_SBD_DNIT.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 02, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 01, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

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xls

BOQ_31141.xls

pdf

Kathalia_VKC_New_SBD_DNIT.pdf

pdf

Tendernotice_1.pdf

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