Development Of Infrastructure Facilities For Primary Rural Market Construction Of 3 Nos. Rcc Flat Roof Of Covered Market Shed For ( I ) Paddy, Rice, Pulses, ( Ii ) Vegetables ( Iii ) Fish And Meat Including Sulabh Toilet Block, Development Of Ma

Tender Notice

28267646
Development Of Infrastructure Facilities For Primary Rural Market Construction Of 3 Nos. Rcc Flat Roof Of Covered Market Shed For ( I ) Paddy, Rice, Pulses, ( Ii ) Vegetables ( Iii ) Fish And Meat Including Sulabh Toilet Block, Development Of Ma
Indian
Tripura
22-06-2021
14-07-2021
14-07-2021

Tender Details

Development Of Infrastructure Facilities For Primary Rural Market Construction Of 3 Nos. Rcc Flat Roof Of Covered Market Shed For ( I ) Paddy, Rice, Pulses, ( Ii ) Vegetables ( Iii ) Fish And Meat Including Sulabh Toilet Block, Development Of Market Yard And Sinking Of 1 No. Small Bore Deep Tube Well ( 150 Mm X 100 Mm Dia

Key Value

Document Fees
INR 2500 /-
EMD
INR 78628.00 /-
Tender Value
Refer document

BOQ Items

Name of Work: Development of infrastructure facilities for primary rural market S/H : Construction of 3 nos. RCC flat roof of covered market shed for (i) Paddy, rice, pulses, (ii) vegetables (iii) fish & meat including sulabh toilet block, development of market yard and sinking of 1 no. Small Bore Deep Tube Well (150 mm x 100 mm dia nominal bore) with UPVC casing pipes including installation of submersible pump at Radhanagar, Unakoti Tripura.
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 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
3Filling 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
4Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with powerroller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc.,lead upto 50m and lift upto 1.5m.-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: i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
7ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
8iii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
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: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone 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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone 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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
12Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
13Centering shuttering including struttings, propping etc.and removal of form work for: a) Foundations, footings, bases for columns etc. for mass concrete with timber plank
14b) Suspended floors, roofs, landings, balconies and access platform with timber planks
15c) Lintels, beams, plinth beams, girders, bressumers and cantilevers withwooden plank
16d) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
17First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ).
18Half 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 ).
19Half brick masonry work with second class bricks in foundation and plinth including cost of all materials required as required complete:- In cement mortar 1:4 (1 cement: 4 fine sand).
20Half 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 ).
21Providing and fixing T-iron frames for doors, windows andventilators of mild steel Tee-sections, joints mitred and welded,including fixing of necessary butt hinges and screws andapplying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
22Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete Fixed to steel windows by welding
23Providing 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
24Providing and fixing factory made UPVC door frame made of UPVC extruded, section having an overall dimension, as below (tolerance +/- 1mm) with wall thickness 2.0mm+/- 02mm. corners of the door frame to be jointed with galvanized brackets and stainless screws, joint mitred and plastic wilded. The hinge side vertical of the frames reinforced by galvanized MS tube of size 19 × 19 mm and 1 mm +/- 0.1 mm wall thickness and 3Nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-In-Charge. Extruded section profile size 48 X 40 mm
25Providing and fixing to existing door frames. 30mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a UPVC profile section of size 30mm x 60mm and wall thickness 2mm ± 0.2mm with inbuilt decorative moulding edging on one side. The styles and rails with plastic brackets of size 75×220 mm mitred and welded at the corners. The styles of the shutter reinforced by inserting galvanized MS tube of size 25×20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of "H" Section, a UPVC profile section of size 30×100 mm and 2 mm ± 0.2 mm wall thickness welded to the shutter style with a UPVC profile section single panel of size not less than 620 mm, having overall thickness of 20 mm and 1 mm ± 0.1 mm wall thickness with 20 mm panel beading of suitablesize/Glass (4 mm thick plain glass)/ louver section, louver frame of suitable size, complete as per manufacturer"s specification and direction of Engineer-In-Charge. (for W.C. and Bathroom door shutter)
26Providing 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.
27Providing 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. Anti-Skid Tiles Ceramic Tiles 1st quality 300 x 300mm in all shades and designs
28Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry,rounding of edges and strips and cost of glass strips etc. complete. 40 mm thick with 20 mm well burnt brick aggregate
29Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:2:4 (1 Cement: 2 fine sand: 4 graded stone aggregate 20 mm nominal size)
30Providing and laying flat brick flooring in cement mortarincluding cement Slurry etc. complete. In cement mortar 1: 4 (1 cement: 4 fine sand )
31Providing and laying dry flat brick flooring in required pattern
3212 mm cement plaster of mix In Cement mortar 1:4 ( 1 cement : 4 fine sand )
3315 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 ).
346 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete. In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
35Neat cement punning.
36Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats) over and including water thinnable priming coat with cement primer.
37Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work
38Applying one coat of water thinnable cement primer ofapproved brand and manufacturer on wall surface complete. Water thinnable cement primer
39Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 3.84 kg/10 sqm)
40ProvidingandfixingonwallfaceunplasticisedRigidPVCrainwater pipes (working pressure 4 kg / cm2)conformingto IS : 13592 Type Aincludingjointingwith sealring conformingtoIS:5382leaving10mmgapforthermalexpansion: a)Single socketed pipe - 110 mm OD
41Providingandfixing on wallface unplasticised - PVCmouldedfittings/ accessoriesfor unplasticised Rigid PVC rain water pipes conforming to IS:13592TypeAincludingjointingwith sealringconformingtoIS: 5382 leaving 10 mm gap forthermalexpansion: a)110x110x110mm
42b)Bend 87.5° i)110mm
43Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVC pipesbymeansof50x50x50mmhard woodplugs,screwedwithM.S.screwsofrequiredlengthincluding cutting brick work andfixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete. a)110mm
44Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc Internal work - Exposed on wall 15mm dia nominal bore
4525mm dia nominal bore
46Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge External work 25mm dia nominal bore
47Providing and fixing brass bib cock of approved quality 15mm nominal bore
48Providing and fixing brass stop cock of approved quality 15mm nominal bore
49Providing 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.flushingcisternwithmanuallycontrolleddevice(handlelever)conforming to IS : 7231, with all fittings and fixtures complete includingcutting and making good the walls and floors wherever required : White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests
50Providingand fixing wash basinwith C.I. brackets, 15 mmC.P. brass pillartaps,32mmC.P.brasswasteofstandard pattern,including paintingoffittingsandbrackets,cutting andmakinggoodthewalls wherever require White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
51Providing and fixing 600x450 mm bevelled edge mirror ofsuperior glass (of approved quality) complete with 6 mm thickhard board ground fixed to wooden cleats with C.P. brass screwsand washers complet
52Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe
53Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively
54Providing 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 for tank
55Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required 15mm dia nominal bore
5625mm dia nominal bore
57Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated rod with L.P./ H.P.H.D. plastic ball. 25 mm nominal bore, 152mm long, weighing not less than 440gms.
58Providing & Fixing angle stop cock 15mm nominal bore weighting not less than 85gms
59Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:5 (1 cement :5 fine sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with Second class bricks
60Construction of Barak Bamboo scaffolding for drilling & lowering of tube well including cutting a tank 2.00 m X 2.00 m X 0.90m size in drilling point & connecting the two tank with 0.30mt width & 0.15 mdeep drain
61Drilling 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 of excess 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
62Reaming 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
63Providing & 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. I)"CM" Casing pipe a)150 mm dia
64b) 100mm dia
65RS" pipe 100 mm dia
66Development & washing the tube well by using Air Compressor (diesel operated) until sand free clear water is available as per direction of Engg.- in - charge.
67Providing 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.
68Providing, 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.
69Providing, 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
70Supplying 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.
71Supplying 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.
72Construction 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.
73Extension 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.
74Providing 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
75Providing 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
76Providing 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
77Providing 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
78Providing and fixing safety clamp with submersible pump set as per direction of Engineer-in-charge 100 mm dia
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