Tourism Government Departments Closing in 0 days TDR #34173862

Construction Of Shelter Sheds At Kali Mata Mandir ( Gulab Garh ) , Seshnag Minder ( Homori ) And Kali Mata Minder ( Sushouti ) . Cno101 4Th Call

Issued by Government Departments · jammu, Jammu And Kashmir
Tender Value
1 Crore
Estimated cost
Bid Submission
06 Oct 2022
0 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
jammu → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Shelter Sheds At Kali Mata Mandir ( Gulab Garh ) , Seshnag Minder ( Homori ) And Kali Mata Minder ( Sushouti ) . Cno101 4Th Call

BOQ

Name of Work :Construction of Gender Based Public Convenience at Utterbehini. CNO117 2nd Call
Sl. No. Item Description
1arth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, sides of retainibg wall etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
3Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
4Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
6Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering and reinforcement. All works upto plinth level.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
7Reinforced cement concrete work in columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, and reinforcement1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
8Reinforced 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 five level including curing but excluding the cost of centring, shuttering,and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
9Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
10Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns
11Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams
12Centering and shuttering including strutting, propping etc. and removal of form forColumns
13Centering and shuttering including strutting, propping etc. and removal of form forSlab
14Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slabs
15Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
16Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
17Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure above plinth upto floor five level including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand)
18Extra for half Brick masonry in superstructure above plinth level upto floor V level.
1912mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
2015mm Cement plaster 1 : 6 ( 1 cement : 6 fine sand)
21Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.2 mm thick
22Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter
23Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.Two coats
24Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more
25Steel 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. In stringers, treads, landings etc. of stair cases, including use ofchequered plate wherever required, all complete.
26Providing and laying 75mm thick compacted bed of dry brick aggregate 40mm thick nominal size including spreading, well rammed, consolidated and grouted with fine sand including finishing smooth etc. complete as per direction of Engineer-in-charge
27Providing and laying River bed material (RBM) including loading, unloading , compacting including royalty all complete.
28Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick
29Providing and laying Vitrified tiles(Double charge) in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of tile 600x600 mm
30Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.Size of tile 600x600 mm
31Providing and fixing dry cladding upto 10 m heights with 30 mm thick gang saw cut stone with(machine cut edge) of uniform colour and size as per Architectural drawing and direction of Engineer-in-charge. For 12 mm plaster
32Providing and fixing Ist quality ceramic glazed wall 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
33Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)
34Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener 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 felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as perthe directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion Powder coated aluminium (minimum thickness of powdercoated 50 microns)
35Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener 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 felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprenegasket required . Powder coated aluminium (minimum thickness of powdercoated 50 microns)
36Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the directions of engineer in-charge. (Cost of aluminum snap beading shall be paid in basic item.) With frosted glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm)
37Providing and fixing aluminum sliding door bolts ISI marked anodized (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 300x16 mm for doors
38Providing and fixing aluminum tower bolts ISI marked anodized (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 200x10 mm
39Providing and fixing aluminum tower bolts ISI marked anodized (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 100x10 mm
40Providing and fixing aluminum handles ISI marked anodized (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. 125 mm
41Providing and fixing aluminum casement windows/door fastner of required length for aluminum windows, ventilators and doors with necessary screws etc. Complete Anodized (AC 15) aluminum
42Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. 25mm nominal outer dia pipes.
43Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. 32mm nominal outer dia pipes.
44Providing and laying PVC pipes including laying and placing in proper positioning ( Supreme or equivalent ) 150 mm dia
45Providing and fixing 100 mm stainless steel grating.
46Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.
47Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) 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 Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
48Providing 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. 2000 ltr.
49Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mmCP Brass single hole basin mixer
50Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing. Rectangular shape 453x357 mm.
51Providing and fixing toilet paper holder.C.P. brass
52Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
53Providing and fixing uplasticized PVC connection pipe with brass unions. 20 mm nominal bore
54Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge.
55Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.
56Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour: Waste coupling 38mm of 83 mm length and 77 mm breadthweighing not less than 60gms.
57Providing and fixing brass bib cock of approved quality. 15 mm nominal bore
58Constructing 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 : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5..
59Making soak pit 2.50m diameter 3.0 meter deep with 45x45 cement dry bricks honey comb shaft with commonburnt clay (non-modular) bricks of class designation 7.5 bricks and s.wall drain pipes 100 mm diameter , 1.8 m long complete as per standard design.
60Providing and fixing of M.S sheet cover with frame including approved primer coat and superior quality of paint as per direction of Engineer-in-charge. Size 600x600 mm
61Providing and fixing of water pump of 1 HP with all fittings, fixtures, accessories and carriage as per direction of Engineer in charge. Complete job.
62Providing and fixing stand for water tank at first level with complete fittings. Complete job with carriage.
63Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations.
64Applying a slurry coat of neat cement using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment
65Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cementmortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs)
66After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge.
67finishing the surface with 20mm thick joint less cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep
68The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineerin- charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm
69Carriage of material by mechanical transport
70Sand at an average distance of 2 km
71Stone aggregate at an average distance of 10 km
72Bricks for an average distance 30 Km

AI Tender Summary

OUR REF NO 34173862
AUTHORITY Government Departments
TENDER VALUE 1 Crore
LAST DATE 06-10-2022
Authority
Authority Name Department Of Tourism
Work Description Construction Of Shelter Sheds At Kali Mata Mandir ( Gulab Garh ) , Seshnag Minder ( Homori ) And Kali Mata Minder ( Sushouti ) . Cno101 4Th Call
Basic Detail
Tender No DDT E-NIT No 59 of 2022-23 Dated 30-09-2022
Bidding Type Tender
Location
City jammu
State Jammu And Kashmir
Key Dates
Publish Date 30 Sep 2022
Submission Date 06 Oct 2022
Open Date 07 Oct 2022
Finance
Tender Value 1 Crore
Tender Fee 2000
EMD 2 Lakhs
Exemption Not Available
Document List
Tendernotice_1.pdf
80fa9de8-dca7-4baa-a2d6-dac9ba894739.html
BOQ_494313.xls

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Tender Timeline

Sep 30, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 06, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 07, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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pdf

Tendernotice_1.pdf

html

80fa9de8-dca7-4baa-a2d6-dac9ba894739.html

xls

BOQ_494313.xls

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