Tender For Construction Of Additional Floor Above The Existing School Building In Anu Vihar, Mekarasi Hill, Atchutapuram Near Visakhapatnam, A.P
Tender Value
1.20 Crore
Estimated cost
Bid Submission
08 Aug 2023
0 days left
EMD
2.40 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
atchutapuram → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Additional Floor Above The Existing School Building In Anu Vihar, Mekarasi Hill, Atchutapuram Near Visakhapatnam, A.P
BOQ
| Sl. No. | Item Description |
| 1 | General Notes Applicable to all BOQ Items |
| 2 | 1) The make/model/brand for all the BOQ items shall be as per suggestive makes of Annexure-B of Section-VII of the tender document. The make/model/brand mentioned in Annexure-B of Section-VII of the tender document is merely for guidance and bidders can prefer any other make which is meeting technical specifications given under Section-V and Schedule of Quantities of Tender document and shall confirm to the relevant BIS codes and other relevant codes. However, the bidder may suggest any equivelent make/ model/brand meeting technical parameters on or before pre-bid conference for approval of BARC(V).2) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river orVamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metalof 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision)3) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 4) Thecontractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. |
| 3 | 5) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. 6) Manufacturer\"s Test certificate of cement which is procured fromdealer/company is to be submitted for all cement related works by the contractor.7) The Scope of works which are not included in any specific items but indicated in the document \"General Scope of all works\" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 8) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials. |
| 4 | 9) For all standards and code of practices, specifications, like Indian Standard, MORT&H, ASTM, etc. refer onlylatest revisionsincluding all applicable amendments, revisions and additional publications (during contract period) and these have to be followed. 10)Prior approval for source of all construction materials by submission ofrelavent test certificates, documents, invoices etc. have to be taken from BARC.11) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost.12) The contractor has to submit all royalty /seigneiorage slips,etcfor all the naturally available construction materials before submitting the RA bills. |
| 5 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge |
| 6 | PCC, RCC & FORM WORKNote: 1) Rates quoted for PCC & RCC items shall include cost of sieved river sand/ crushed stone sand as fine aggregate and graded hard broken granite metalof 3 stage (VSI) material as a coarse aggregate. 2) The mix shall be desiged to maintain the desired slump (as required at site/specified in IS code). In view of limit on water-cement ratio for durability requirements in design mix concrete, admixtures (corboxalite based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for the items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. 3) Thecontractor shall set up sufficient number of Self loading mobile concrete mixers inside the project area for the manufacture of concrete.4) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring. To that extent suitable Mix Design should be carried out with required retention period. No, extra payment will be made if concrete is brought from RMC plants outside the project area. 5) The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixtures. 6) Test certificate of cement, procured fromdealer/company has to be submitted for all concrete works by the contractor.7) Rate quoted for RCC items shall include cost of relevant design mix and testings. |
| 7 | 8) This item is applicable for all PCC and RCC structural elements like footings, beams, columns, slabs, lintels, chajjas, walls etc., for all heights and leads. 9) Only steel scaffolding, staging, supporting system to the formwork and steel frame work will have to be used for all RCC structural elements. 10) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiseling, finishing the same using epoxy silica sand mortar at no extra payment. 11) Form finish F3 shall be provided to all exposed surfaces of the concrete. |
| 8 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 riverCoarse river sand/ crushed stone sand, 6 graded stone aggregate of maximum size 20 mm) at all elevations including consolidation, finishing curing etc. complete all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge but excluding the cost of form work shuttering, centering all as directed by Engineer-in-charge. |
| 9 | Providing and laying design mix reinforced cement concrete of M30 Grade at all heights by weigh batchingusing graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved Brand and quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever requiredetc. complete at alllevels in substructure/superstructure as per specifications & also including dewatering, if any, complete all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. Note: Temparature raised due to heat of hydration shall be kept within limits in raft/mass concrete by keeping proper curing mechanism. |
| 10 | Providing, centering, shuttering Form work usingFilm faced plywood in super structure to get a neat form finish surface for all types of structures including necessary strutting, steel frame work/H-beams, steel proping, staging, supports etc and deshuttering the same after the specified time all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge |
| 11 | Notes for Reinforcement steel: 1) 1.2mm dia annealed GI coated (20 micron to 40 micron) binding wire required for the work will have to be supplied by the contractor at their own costand will not be measured for payment. 2) Fe-500D / Fe-500EQR bars as per IS to be supplied by the contractor.3) Reinforcement bars from conversion agents / re-rollers of above manufacturers,will not be accepted. 4) No extra payment will be made on account of Rolling Margin & wastage.5) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers and also test from third party to be carried out at no extra cost. |
| 12 | Providing Reinforcement steel of all diameters for reinforced cement concrete at all levels. including supplying, preparation of bar bending schedules, cutting, bending, transporting to all elevations, placing and keeping in positions,all leads, fixing, tieing with 1.2 mm dia annealed GI coated binding wireincluding all labour charges, cost of cover blocks (in same grade of concrete) of various thicknesses and sizes etc. all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge. Using TMT Bars of Specified Grades of all sizes. |
| 13 | Notes: 1) Structural steel required for the work shall not be supplied by the Department.2) Structural steel confirming to IS 2062 shall be supplied from their own plants rolled from virgin materials to be procured directly or from their authorised dealers and test cerificate to be produced.3) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost.4) Welding weights, connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the rates.5) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted.6) Rate inclusive of all consumables like gas, welding electrodes and tools and tackles etc. 7) The Liquid Penetrant Inspection shall be carried out in 1% of the total joints and as directed by Engineer-in-Charge without any extra cost. |
| 14 | Providing Structural steel workUp to and including 300 mm Joists, 350 mm channels, and below sections using angles, channels, joists and other sections, welded and / or boltedincluding in built up sections for columns, beams, trusses, structural steel floors, frame works, monorails and other structures including supplying, cutting, drilling, welding, fabricating, hoisting, fixing in position, applying a priming coat of zinc chromate steel primer. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge. |
| 15 | Providing Structural steel work in M.S Plain Plates and chequrred Platesin Embedded Parts, Trench Covers, Connection plates etc. including cutting, hoisting, fixing in position and applying a priming coat of zinc chromate steel primer etc. including cost ofstructural steel Plates, welding all labour charges etc. complete as per drawings and specifications. |
| 16 | Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members for gates, hand rails etc. using MS hollow circular / square / rectangular sections along with the associated connections including applying a coat of primer using redoxide before and after erection and two coats of first quality anticorrosive polyurethene paint all as per Technicalspecifications, drawings, complete all as per drawings and specifications and as directed by the Engineer-in-Charge. |
| 17 | Providing and fixing at all levels MS bolts including nuts and washers of approved size & quality as per requirements and as per specifications, drawings complete all as directed at siteby the Engineer in charge |
| 18 | Providing and fixing precoated Galvalume Roofing profile sheets of approved size, shape and pitch up to and including single length of 12.00 meters of 0.5mm thickness of single sheet. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including ridges,cutting to size and shape wherever required as directed by the Engineer-incharge |
| 19 | Providing and constructing 100/150/200/230mm (or as directed) thick masonry at all elevations with approved quality Fly ash/ FAL-Gbricks (confirming to IS 12894) having minimum crushing strength 60 Kgs/Sq.cm and water absorption of maximum 20%, in cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with approved \"non-shrinking compound\"as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos. 8 mm dia Tor bars and 6 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing,raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge.Note for flyash bricks:In the fly ash bricks the mix confirming to the strength mentioned in the respective items shall be got approved by the department. The mix shall consist of ordinary portland cement content of not less than 20%(preferably) of the mixture consisting of Fly ash, OPC and Gypsum or any variation in proportion of design mix shall be submitted to BARC for approval. The Anhydraous Gypsum, Fly Ash, Cement, Crusher dust and other materials shall confirm to the relevant IS codes. The Anhydrous Gypsum shall be procured from a reputed source approved by the department. Roller mixer shall be used for good homogeneous mixing.a) Reinforcement will be measured & paid for separately under relevant item.b) RCC band and formwork shall not be measured seperatly, however no deductions will be made in brickwork for the same.c) No holes in brickwall will be allowed for scaffolding. Only double tubular steel scaffolding be allowed. |
| 20 | Providing 15 mm thick Plain Internal Plastering in cement mortar 1:4 (using river sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, double steel tubular scaffolding, curing all as per specifications, drawings and as directed at site etc. complete all as per Technical specifications and as directed by Engineer-in-charge. |
| 21 | Providing 20 mm thick External plastering in two coats under layer 12 mm thick with cement mortar 1:4 (using river sand) finished with a top layer 8 mm thick in cement mortar 1:3(using river sand) admixtured with Water proofing admixture @ 2% by weight of cement used (in both layers) and as per manufacturer\"s specifications, sieving of sand to required fineness, double tubular steel scaffolding, finishing, curing etc. complete all as per Technical specifications as directed by Engineer-in-charge. |
| 22 | Providing and fixing in position 22 gauge G. I. Chicken wire mesh with 20 mm opening, around door & window frames, junctions of walls with concrete etc. wherever required, before plastering including cutting, nailing with \"U\" nails, screwing, minimum overlapping of 150 mm, etc. all complete all as per drawings and specifications and as directed by Enginner-in-charge. (Overlaps will not be measured for payment) Width of chicken wire mesh to be fixed shall be min. 150 mm. This item will not be operated for conduit chasing areas. |
| 23 | FLOORING WORKS NOTES:The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved. |
| 24 | Providing and fixing Double charged VITRIFIED tiles in flooring and skirting of size of 600mmx600mmx8mm,water absorption less that 0.08% and confirming to IS 15622 inall colours and shades in Glossy or Matt or satin finishlaid over a bed ofminimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) cement mortar and jointing with grey cement slurry @ 3.3 kg / sq.m including grouting with the joints withwhite cement based Tile Grout of matching shade complete as per patterns, drawings and specifications complete. |
| 25 | Providing and laying machine cut three level polishing including mirror polishing of Tandor stone flooring with Tandoor stone of minimum thickness of 25 mm and of approved size, uniform shade and pattern as shown in drawing or approved by Engineer-in-charge, bedding in cement mortar (1:4) of thickness to make a total thickness of 50 mm icluding the thickness of Tandoor stone, including hacking, cleaning and preparing the surface for bedding, spreading neat cement slurry by using minimum cement about 1 Kg/sqm prior to bedding and using minimum cement paste about 3.3 Kgs/sqm for fixing to required line, level, joints to be cleaned and grouted with matching colour of approved quality readymade grout, curing, cleaning etc., complete at all heights and leads all complete as per technical specifications or as directed by Engineer-in-charge. |
| 26 | Providing and fixing 1st quality Ceremic antiskid floor/mat finished tiles of minimum 300 X 300 mm / 300 x 320/400x400 mm sizes of 1st quality confirming to IS 15622 in all colours and shades approved by Engineer-in-charge over a bed 20 mm thick bed of cement mortar 1:4 (using coarse river sand) and jointing with grey cement slurry @ 3.3 kg / sq.m including pointing with white cement based tile grout of matching shade complete as per patterns, drawings and specifications all as per technical specifications complete as per specifications as directed by Engineer-in-charge. |
| 27 | Providing and fixing 1st quality Ceremic wall tiles confirming to IS 15622 in approved shade and colour of sizes (320x 480mm / 300x450mm/300mmx400mm)as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using coarse sand), setting the tiles in cement slurry and pointing the joints with matching colour tile grout compound of matching shade including using PVC Tile Trim in the exposed corners, complete as per drawings, patterns all as per technical specifications complete as per specifications as directed by Engineer-in-charge.Note: Only of 1st quality materials will be permitted for use in the work. |
| 28 | Providing and fixing 17mm thick machine cut, mirror polished approved Granite stone/equivalent approved range and shade granite stone of approved colour and pattern for Risers and trades /Frames/Architraves/soffits/Jambs/Sills/Urinal partitions etc. of required sizes as shown in drawing or directed by the Engineer-in-charge, fixed with cement paste about 4.0 Kgs/sqm, fully buttering cement slurry on back, fixed to correct line, level and plumb over the plastered surfaces. Joints shall be well cleaned and grouted with matching colour of approved readymade grout, all leads and lifts, polished to all exposed faces, corners and edges, semi rounded, providing required SS screws, SS pins, studs, cleaning, curing, drilling, grinding edges etc. complete at all heights and leads all as per technical specifications complete as per specifications as directed by Engineer-in-charge. |
| 29 | Providing and fixing fully flush type Hollow metal Steel door including frame and shutter at all levels. 46 mm thick Pressed Galvanized steel conforming to IS 277, Single / Double / Triple leaved which consists of frame, shutter, infill and finish as detailed below :Door frame shall be single rebate profile of size 100 x 57 mm with bending radius of 1.2 mm having 1.20 mm thick galvanized steel sheet (18 gauge). Steel door shutter of 46 mm thick, fully flush, double skin door shall be manufactured from 0.80 mm thick galvanized steel sheet. The stile edges to be lock seamed with no weld marks. The infill material shall be resin bonded honey comb Kraft paper with thermal insulation. Door frames and shutter shall be finished with etched primer coating, stoved zinc phosphate primer (35 microns DFT) and thermosetting polyurethane aliphtic grade paint (35 micron DFT) of approved colour. Cost coated shall include SS heavy duty ball bearing hinges of 125 mm long,3mm thick- 4 Nos for each shutter, SS handles 250mm long -1 No. on either side of each shutter, SS tower bolt 300mm long- 2Nos for each shutter, SS aldrop 300x16mm dia-2Nos for each door, door stopper -1No for each shutter.Rate shall include for supply and fix 3 mm thick base plates, all joints of frames with provision for anchor bolt fixing to wall / RCC surface, reinforcement pad for fixing of door closers, factory finish, provision for slots for mortise locks, for pre-punched cut outs to receive hardwares and iron mongery, 3 mm thick hinge plates predrilled to receive hinges for screw mounted fixing all as per specifications as directed by Engineer-in-charge. |
| 30 | Providing and fixing 30mm thick FRP door shutters flush door / panelled type with plain colour or wooden veneer finish, design & colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum 100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foam and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws |
| 31 | Providing and fixing Stainless steel double ball bearing butt hinges of size 100 x 75 x 3 mm thick for hollow steel door. complete as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere). Sample to be approved by the Engineer In charge |
| 32 | Providing , supplying and fixing bright Finished / Stainless steel finish Brass Aldrop of size 250 X 16 mm and design including C.P BRASS / SS screws and Bolting from rear side including required no of \"Kuntis\" etc complete all as per specifications, drawings and as directed by Engineer-in-charge. (For hollow metal doors & fire doors indicated in the schedule elsewhere).Sample to be approved by the Engineer In charge |
| 33 | Providing and fixing Aluminium tower bolts of size 250 X 12 mm IS:204 marked (Two pieces) with necessary screws etc.all as per specifications and as per Drawings and as directed by Engineer-in-Charge.Sample to be approved by the Engineer In charge |
| 34 | Providing and fixing Al hanging Heavy Qualityfloor door stopperISI markedwith Twin Rubber stoppers, anodised (anodic coating not less than grade AC10 as per IS:1868)transparent or dyed to req. colour or shade with necessary screws etc. all as per specifications and as per Drawings and as directed by Engineer-in-Charge. Sample to be approved by the Engineer In charge |
| 35 | Providing and fixingpair ofStainless Steel \"D\" type Doorhandles10 mm dia, 250 mm longwith full length plate in Steel Doors/ wooden Doors with necessary screws etc.all as per specifications and as per Drawings and as directed by Engineer-in-Charge. Sample to be approved by the Engineer In charge |
| 36 | Providing and fixing hand rail using 304 grade Stainless Steel pipes or any other shape of approved size and quality by TIG welding, mirror / matt polishing, fixing at siteetc. forbalcony railing & staircases railing including special sections as per drawings, specifications. A sample to be fabricated and to be got approved by the Engineer-in-Charge before starting of work at site. This work to be executed through approved qualified welder etc., complete as per specifications all complete as per specifications as directed by Engineer-in-charge. (Cost including all materials and labour) |
| 37 | Providing and fixing Colour anodized (of 20 micron thickness) aluminium work for shutters, windows, ventilators, Alu Louvers, wall spans and partitions etc. with extruded built up standard tubular sections / Z Sections and other sections confirming to IS 733 and IS 1285 fixed with rawl plugs and stainless steel screws or with fixing clips or with stainless steel expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically where ever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per architectural drawings and as per direction of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required. (Weight of the Aluminium sections shall not be less than Specified in the drawings). The work shall be carried out complete as per approved shop drawing andthe relavent portion of technical specifications and as directed by Engineer-in-charge. |
| 38 | Note:1) Only anodized aluminium sections, aluminum beading, aluminium sheets & aluminium handles used will be measured for payment. The rate quoted is deemed to have included the cost of allbrass concealed tower bolts, screws, gasket, weather strips, PVC lining, etc. and no seperate measurement / payment will be made for the same.2) Glass, particle boards, aluminium grills, brass mesh, louvers, etc. will be measured & paid separately under relevant items.3) All fittings shall be of matching colour anodised of aluminium sections. 4) A long M.S. Rodat both ends to be provided in all aluminium shutters in top & bottom horizontal members internally connecting vertical members and fixed with M.S. washers and nuts. No measurement and payment shall be made for this.5) Aluminium Frames to be fixed with walls / columns with minimum 100 mm long Brass screws / Stainless steel screwsand necessary hold fasts. For fixing of frames with RCC members,for Aluminium windows/louvers, doors having area of equal to 10 sq.m or above, Carbon steel zinc coated anchor fasteners shall be used. No seperate measurement and payment shall be made for these items.6) All aluminium frame and shutters Joints shall be of mitred joints with necessary cleats/ plates.7) Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete up to 5 mm depth and 5 mm width. |
| 39 | Providing and fixingfollowing type of approved quality glass panes for doors/windows/ventilators/wall spans/shutters, etc. fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2way EPDM gasketing ,to ensure water and airtightness and neoprene cushions /gasket accommadated in grooves all complete generally as per drawings specifications and as directed by the Engineer-in-charge.Note: Glass shall be measured as per inner dimensions of the aluminium frame sections to which the glass is fixed. |
| 40 | 5 mm thick clear float glass |
| 41 | 5 mm thick bajra (translucent) glass for windows/ louvers |
| 42 | NOTES FOR PAINTING WORKS:Allexternal/internal painting works will have to be done with erecting double tubular steel scaffolding only. No jhoola/Bhada shall be permitted. All rates quoted in the above painting itemsshall include erection of double tubular scafolding and provision of safety measures like safety belts, eye protection gears, etc. |
| 43 | Providing and applying white cement based wall puttyover concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulationincluding cleaning complete all as per technical specifications as directed by Engineer-in-charge. |
| 44 | Providing and applying Wall painting Two or more coats on new work with Premium Acrylic emulsion paint of (Asian paints or equivalentapproved brand and manufacturer) to give an even shade, including a coat of approved Cement Primer, including preparation of the surfaces, scaffolding omplete all as per technical specifications and specifications as directed by Engineer-in-charge. |
| 45 | Providing, painting, finishing walls with Premium Acrylic smooth exterior paint on sand face plaster / plain plaster & concrete surfaes with Silicone additives of required shade (Two coats, each applied @ minimum1.43 ltr / 10 sqm) over and above abase coat of water proofing cement paint to be applied @ minimum2.20 kg / 10 sqm including preparation of the surfaces, includingerection of double tubular scafoldingcomplete all as per technical specifications as directed by Engineer-in-charge. |
| 46 | Providing and painting two coats on steel surfaces with synthetic enamel paint required colour to give an even shade over a red oxide zinc chromate primer Coat including preparation of the surfaces, scaffolding complete all as per technical specifications as directed by Engineer-in-charge. |
| 47 | Providing and laying integral cement based water proofing treatment With Average thickness of 120 mm and minimum thickness at khurra as 65 mmincluding preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations:(i) Applying and grouting a slurry coat of neat cement by pump using 2.75 Kgs / sq.m of cement admixed with proprietary water proofing compound confirming to IS 2645 over RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. (ii) Providing and laying 20 mm thick plastering using cement mortar 1:5 (with coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 3 days and observed for leakage if any. In case any leakage is observed, the effected area shall be sealed by grouting with cement and shall be checked again for any leakages and this process shall be repeated till no further leakages are observed.(iii) Laying brick bats set in cementmortar 1:5using broken brick bats 25 mm to 115 mm sizewith cement mortar 1:5 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-chargeto required slope and treating similarly the adjoining walls up to 300 mm height including rounding (Vatta) of junctions of walls and slabs. The entire surface shall be ponded with water for a period of 10 days and observe for leakage if any. In case of any leakage observed, the effected area shall be sealed by grouting with cement and further leakage to be checked for again. |
| 48 | (iv) After 10 days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-Charge. (v) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using coarse sand) admixed with proprietary water proofing compound confirming to IS 2645 and approved by Engineer-in-charge including mixing \"\"polyster fibre of approved quality\"at the rate of 125 grams per 50 Kgs of Cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep.(vi) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order, complete all as per technical specifications and as directed by Engineer-in-charge.Contractor shall provide 10 year guarantee for waterproofing onapproved proforma. |
| 49 | Providing and laying Flexi Crete hybrid system water proofing treatment over the prepared China mosaic water proofing treatment including broken tiles keeping in pattern and filling up/ sealing allthe cracks using Flexi Crete mixed with cement @1:2(Flexi Crete1part: cement2 parts), making vatts as perconstructions to enable free flow of water and treating the surface with Flexi Crete complete as per specifications, manufacturer\"s recommendations and as directed by the Engineer-in-charge. |
| 50 | Providing and fixing white vitreous china European type Water Closet with\"P\" or\"S\" Trap with solid seat and lid,10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend,fixing EWC with C.P brass screws, 15mm PVC heavy quality inlet connection of 450mmlong, including testing , commissioning & cleaningetc. complete all as per drawings and specifications and as directed by the Engineer-in-charge. |
| 51 | Providing and fixing in position 530 x 410 mm star white glazed vitreous Indian Water Closet (Orissa Pattern) with \"P\" or \"S\" trap, Low level 10 litres capacity PVC flushing cistern including all internal fittings fixed with 32 mm dia heavy quality PVC flush pipe connecting cistern to the closet, CP extension nipple, overflow pipe from cistern with CP brass mosquitoproof jali upto 150mm above floor level concealed in wall, 15mm dia concealed CP angle valve with heavy quality reinforced 600 mm longPVC inlet connection pipe & CP wall flanges whereever required, embedding the closet in 1:3:6 plain cement concrete and levelling as per floor finish, etc. all as per specifications and as directed by Engineer-in-charge. |
| 52 | Providing and fixing white viterious China wash basin of size 630 x 450 mm and colour with anchored set arrangement, 15 mm C.P. brass pillar tap,15 mm x 600mm long PVC Inlet connection, 32mm heavy quality C.P. brass waste coupling including stop cock of standard pattern and SS wall flanges, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge. |
| 53 | Providing and fixing white vitreous china flat back half stall urinal size 580 x 380 x350 mmwith 32mm C.P Flush valuewith standard flush pipe and C.P. brass spreaders, 32mm Urinal waste coupling with Dome grating , and clamp etc. including making G.I water line connection (Only G.I.pipes will be paid under relevant Item) Single half stall urinal with C.P brass Flush valve. |
| 54 | Providing and fixing 15 mm CP Urinal Spreader size with 1/2\" BSP thread and shapes, weighing not less than 60 gms of Hindware. |
| 55 | Providing and fixing Brass 15 mm C.P. Presstomatic series Auto shut Urinal Flush cock quality alongwith heavy quality reinforced 600 mm long flexible PVC inlet connection pipe etc. complete. |
| 56 | Providing and fixing 15mm braided hose with nuts, nipples for Water inlet connection of450 mm long Braided hose. |
| 57 | Providing and fixing 6 mm thick Mirrors of size600 x 450 mm with bevelled edges complete with 6 mm thickasbestos sheet back ground fixed to wallswith C.P. brass screws and concealedwashers complete. all as per specifications and as directed by the Engineer-in-Charge . |
| 58 | Providing and fixing in position heavy quality CONTINENTAL type, fancy variety 15 mm C.P. brass screw down Bib taps with C.P. wall flange conforming to IS:8931 using tefon tape as directed by Engineer-in charge, testing and commissioning etc complete. |
| 59 | Providing and fixing 15 mm C.P. Brass 2 in 1 Bib cock and Angle cock combination of Heavy Quality using teflon tape as per specifications and as directed by the Engineer-in-charge. |
| 60 | Providing and fixing 15 mm n.b CP Brass Concealed stop cock Jaquar / continental model of Heavy Quality of specified as per specifications and as directed by the EIC (Samples to be got approved by the EIC) |
| 61 | Providing and fixing 15 mm n.b of C.P Brass Angle cock of Heavy Qualityof Jaquar continental model as per specifications and as directed by the EIC (Samples to be got approved by the EIC) |
| 62 | Providing and fixing Heavy quality CP brass waste coupling of following dia. for wash basin, sink and urinal of approved sizeand quality, all as directed complete. CP brass waste coupling 32mm dia and minimum 79mm length half threaded or full threaded as per requirement as directed by the Enginner In Charge. |
| 63 | Providing and fixing Heavy quality CP brass bottle trap 31/32 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal for wash basins/urinal etc. all as per specifications and directed by the Engineer-in-charge. |
| 64 | Providing and fixing in position 15 mm CP Health faucet with necessary flexible hose upto 1500 mm long using tefon tape, CP wall bracket, CP nozzle, CP wall flanges, etc., complete. |
| 65 | Supplying and fixing of C.Phanger having minimum 3nos hook complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge. |
| 66 | Providing and fixing C.P. Brass towel rail 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge. |
| 67 | Providing and fixing of 5 mm thick Glass shelf 600 X 125 mm as per Jaquar cat. No. 1171N, including necessary screwe, drillings holes, fixtures if any complete as per specifications and as directed by EIC |
| 68 | Providing and fixing PVC Nahani trapof self cleaning design of 100 mm inlet and 75 mm outlet,jointing with Lead with the connection pipes, placing as per the drawings, embedding in Cement concrete 1:2:4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg/sq.cm pressure and fixing 1 No. 125 mm dia PVC openable grating, complete all as per drawings and specifications and as directed by the Engineer-in-Charge. |
| 69 | Providing and fixing 40mm Heavy qualityFlexible PVC waste pipe (Semi rigid or Flexible) 1200mm legth with fittings for sink or wash basin including PVC waste fittings etc. complete all asper specifications and as directed by the Engineer-in-Charge |
| 70 | Providing and Fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply(as ASTM standard 2846 & SDR-11 grade) including all CPVC plain & brass threaded fittings, fixing the pipe with clamps including chasing the walls, concealing the pipes and marking good the same etc. This includes jointing of pipes & fittings with CPVC solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Engineer In Charge. |
| 71 | 20 mm Pipe |
| 72 | 25mm Pipe |
| 73 | 32mm Pipe |
| 74 | Providing, laying, jointing, fixing, testing and painting with 2 coats of enamel paint over a coat of primer as per colour code of heavy quality (Class \"C\") M.S. Galvanised pipes (External) as per IS:1239 incluidng fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends & all other fittings, required for the completion except screwed flanges conforming to IS:1239 & also as per the code of practice ofwater supply in buildings of IS: 2065 including laying under the floors, chasing / cutting / making holes in walls, roof slabs & making good the same to the original conditions, including cost of all jointing material like hemp yarn, teflon tape, white or red lead, clamps, pipe supports, hangers, screws, cement, sand, testing the pipes with clean waterfor 10 kg/cm2 pressure with minimum period of 2 hours duration complete all as per drawing, and the relevant portion of the technical specifications and as directed by Engineer-in-charge, etc. complete. |
| 75 | 15 mm n/b G.I pipe |
| 76 | 20 mm n/b G.I pipe |
| 77 | 25 mm n/b G.I pipe |
| 78 | 32 mm n/b G.I pipe |
| 79 | 40 mm n/b G.I pipe |
| 80 | 50 mm n/b G.I pipe |
| 81 | Providing and fixing PVC rain water pipes conforming to IS:13592 Type B and PVC SWR Fittings & specialsconfirming to IS 14735/1999including jointing with seal ring / With PVC solvent adhesive including fixing in walls usingclampsetc completeall as per drawings, specifications and as directed at site. |
| 82 | SWR PIPE OD 75mm O/D |
| 83 | SWR PIPE OD 110mm O/D |
| 84 | Dismantling of RCC works including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge. |
| 85 | Dismantling plain cement concrete manually/ by mechanical means carefully without damaging adjacent structures including disposal of debriswithin200mlead as per direction of Engineer-incharge. |
| 86 | Dismantling brick work in Cement mortar carefully without damaging adjacent structures includingstackingof materials and dispoal of unserviceable materials within100 mlead as per direction of Engineer-in-charge. |
| 87 | Providing, applying \"RENOVA\" synthetic plaster over external plastered / concrete surface to the thickness specified by the manufacturer, to the pattern / design specified in the drawings or by the Engineer-in-charge, and top coat of exterior emulsion two or more coats of approved colour and shade, complete all as per specifications as directed by Engineer-in-charge. (This work to be executed through an agency approved by the manufacturer of the synthetic plaster.) |
| 88 | Supply & installation of 25mm dia PVC-MMS conduit as per specification |
| 89 | Supply & installation of 32 mm dia PVC-MMS conduit as per specification |
| 90 | Supply & installation of following metal flush box as per technical documents and as directed by the Engineer in charge |
| 91 | Supply & installation of 2M metal flush box |
| 92 | Supply & installation of 3M metal flush box |
| 93 | Supply & installation of 6M metal flush box |
| 94 | Supply & installation of 8M metal flush box |
| 95 | Fan hook box as per specification |
| 96 | Supply & installationof7 segment TPN DB with single phase out letsincluding suitable wire way box and other mounting acessories - 6 Way |
| 97 | Supply & installationofSPN DB with single phase out letsincluding suitable wire way box and other mounting acessories - 18Way |
AI Tender Summary
Tender Timeline
Jul 14, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 08, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 14, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender