Improvement Of Treasury Building At Nowapachi Marwah By Way Of Construction Of Balance Civil Work, Providing And Fixing Of Aluminum Partition, Construction Of Pucca Drain , Soakage Pit And Providing And Fixing Of Sanitary Fittings
Tender Value
13.53 Lakhs
Estimated cost
Bid Submission
10 Sep 2021
0 days left
EMD
40590
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Marwah → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Treasury Building At Nowapachi Marwah By Way Of Construction Of Balance Civil Work, Providing And Fixing Of Aluminum Partition, Construction Of Pucca Drain , Soakage Pit And Providing And Fixing Of Sanitary Fittings
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Pucca Drain |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: 100% all kinds of soil |
| 3 | Providing and laying hard soling stone hand packed tightly to level including ramming etc including cast and carriage of stone complete |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:3:6 (1 cement: 3 fine sand : 6 graded stone aggregate 40mm nominal size) |
| 5 | Carriage of materialS |
| 6 | carriage of stone av. Distence 5 km by M.T |
| 7 | Carriage ofsand av. Distence of 03 km by MT |
| 8 | Carriage ofBajri av. Distence of 03 km by MT |
| 9 | Carriage of cement at an avg distance of 135km by MT |
| 10 | construction of Balance Civil Work & Tile works |
| 11 | Providing 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. Fixed to openings I wooden frames with rawlplugs screws etc. |
| 12 | Demolishing cement concrete manually/by mechanical means includingdisposal of material within 50 meters lead as per direction of Engineer-in charge |
| 13 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete.40mm thick with 20 mm nominal size stone aggregate. |
| 14 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 15 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to lS: 15622 of approved make in all colours and shades, laid on 20mmthick cement mortar 1:4 (1 cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 60x60cm |
| 16 | Providing 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, shadesexcept burgundy, bottle green, black of any size as approved by Engineer- in-Charge, inskirting, 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 pointingin white cement mixed with pigment of matching shade complete. |
| 17 | Tile work in skirting, risers of steps and dado (upto 2m height) over 12 mm thick bed of cement mortar 1:3 ( 1 :cement : 3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. 8 mm thick |
| 18 | 20mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 19 | Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete |
| 20 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer |
| 21 | Reinforced 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 with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Mild steel and medium tensile steel bars |
| 23 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete welded |
| 24 | Carriage of Material |
| 25 | Carriage of sand Av distence of 3 km by M.T |
| 26 | Carriage of Aggr. Av distence of 3 km by M.T |
| 27 | Carriage of cement Av distence of 135 km by M.T |
| 28 | Carriage of Steel at an av. Distance of 135 km by M.T |
| 29 | Almunium Work |
| 30 | Providing and fixing aluminum work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/appropriate Zsections and other sections of approved make conforming to IS: 733 andIS: 1285, fixed with dash fastener of required dia. and size includingnecessary filling up of gaps at junctions i.e, at top, bottom and sides withrequired EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminum snap beading forglazing / panelling, C.P. brass / stainless steel screws, all complete as perarchitectural drawings and the directions of Engineer-in-Charge (glazing,panelling and dash fasteners to be paid for separately.For fixed portion with Powder coated aluminum (minimum thickness of powder coated 50 microns) double groove section no. 20145 |
| 31 | Providing and fixing aluminum work for doors, windows, ventilators andpartitions with extruded built up standard tubular sections/appropriate Zsections and other sections of approved make conforming to IS: 733 andIS: 1285, fixed with dash fastener of required dia. and size includingnecessary filling up of gaps at junctions i.e, at top, bottom and sides withrequired EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanicallywherever required including cleat angle, Aluminum snap beading forglazing / panelling, C.P. brass / stainless steel screws, all complete as perarchitectural drawings and the directions of Engineer-in-Charge (glazing,panelling and dash fasteners to be paid for separately.For shutters of doors, windows & ventilators includingproviding and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprenegasket required (Fittings shall be paid for separately.)Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 32 | Providing and fixing 12mm thick prelaminated particle board flatpressed three layer or graded wood particle board (conforming to IS:12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc.complete as per architectural drawings and directions of engineer-in charge.Pre-laminated particle board with decorative lamination on both sides |
| 33 | Providing and fixing glazing in aluminum door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in-charge. (Cost of aluminum snap beading shall be paid in basic item.)With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) |
| 34 | Construction of Soakage pit |
| 35 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres 70% All kinds of soil ,30% ordinary rock |
| 36 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
| 37 | Honey-comb brick work 10/11.4 cm thick with common burnt clay (non-modular) bricksof class designation 75 in superstructure above plinth level upto floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including curing complete |
| 38 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) from Nallah |
| 39 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone |
| 40 | Hand Packed stone fillind including cost of stone. |
| 41 | Reinforced 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,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 42 | Centering and shuttering,strutting,proping etc and removal of formwork |
| 43 | Suspended floors, roofs, landings, balconies and access platform. |
| 44 | Edges of slabs and breaks in floors andwalls. |
| 45 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Mild steel and medium tensile steel bars |
| 46 | Carriage of Material |
| 47 | Carriage of Stone by M.T = 5.00Km |
| 48 | Carriage of sand Av. Distence 3 km by M.T |
| 49 | Carriage of Aggr. 3 km by M.T |
| 50 | Carriage of CementAv. Distence 135 km by M.T |
| 51 | Carriage of SteelAv. Distence 135 km by M.T |
| 52 | Providing and fixing of Sanitary Fittings |
| 53 | Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap,10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) \"manually contro(led device (handle lever)conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required.Orissa pattern white vitreous china W.C. pan of size 580x440 mm with integral type foot rests. |
| 54 | Providing 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 |
| 55 | Providing and fixing 600x120x5mm glass shelf with edgesround of supported on anodised aluminium angle framewith C. P. brass brackets and guard rail complete fixedwith 40 mm long screws, rawl plugs, etc. complete |
| 56 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour: 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. |
| 57 | Providing and fixing PVC soil waste,waste pipe including all carriages and fixing complete. |
| 58 | 100 mm dia(LMR) |
| 59 | 75 mm dia (LMR) |
| 60 | P/F PVC Plain Bend (LMR) |
| 61 | P/F PVC Plain Bend with acess door(LMR) |
| 62 | P/F PVC Tee (LMR) |
| 63 | P/F CP Jali 4 Inch(LMR) |
| 64 | P/F CP brass soap container with necessary screws (LMR) |
| 65 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-in charge. Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good thewall etc. |
| 66 | PN-16 pipe, 16mm OD(SDR-7.4) |
| 67 | PN-16 pipe , 20mm OD(SDR-7.4) |
| 68 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusionwelded, having thermal stability for hot and cold water supply includingall PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-in charge. External work including trenching, refilling etc. |
| 69 | PN-16 pipe , 20mm OD(SDR-7.4) |
| 70 | PN-16 pipe , 25mm OD(SDR-7.4) |
| 71 | Providing and fixing PPR Unions |
| 72 | PPR Union 20mm |
| 73 | PPR Union 25mm |
| 74 | Providing and fixing PVC ball valve of approved quality |
| 75 | Constructing masonry Chamber 30x30x50 cm inside, in brick work incement mortar 1:4 (1cement :4 coarse sand) for stop cock, with C.I.surface box 100x100x75 mm (inside) with hinged cover fixed in cementconcrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) including necessary excavation,foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay (non modular) bricks of class designation 7.5 |
| 76 | Providing 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 overflowpipeswith fittings and the base support for tank |
| 77 | Providing and fixing 15 mm nominal bore C.P. brass bib cock ofapproved quality conforming to IS : 8931 |
| 78 | Providing and fixing 15 mm nominal bore C.P. brass long nose bib cockof approved quality conforming to IS standards and weighing not lessthan 810 gms. |
| 79 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in charge. |
AI Tender Summary
Tender Timeline
Sep 04, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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