Rural Engineering Services-RES has published Tender For Construction Of Barrack, Baundry Wall & C.C Road At Evm Wear House Roshnabaad Haridwar. Submission Date for this Tender is 11-04-2023. Barrack Tenders in Haridwar Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Apr-2023 | Change of Dated of Pre Bid Meeting, Online Date, Offline Deposit Date and Tender Opening Date | Date | 11-04-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. D.S.R.2.8.1 |
| 2 | Diluting and injecting chemical emulsionChlorpyriphos /Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made forhefoundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment).D.S.R.2.35.3.1 |
| 3 | Providing and laying in position cement concrte 1:4:8(1cement :4fine sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth levelD.S.R.4.1.8 |
| 4 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centring, shuttering,finishing and reinforcement - All work upto plinth level;1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) D.S.R.5.1.2 |
| 5 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. uptofloor five level excluding cost of centring, shuttering, finishing and reinforcement: 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size)D.S.R.5.2.2 |
| 6 | Centring and shuttering including strutting,ropping etc. andremoval of form for Foundations, footings, bases of columns, etc. for mass concreteD.S.R.5.9.1 |
| 7 | Centring and shuttering including strutting,ropping etc. andremoval of form for Columns, Pillars, Piers, Abutments, Posts and StrutsD.S.R.5.9.6 |
| 8 | Centring and shuttering including strutting,ropping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.D.S.R.5.9.5 |
| 9 | Centring and shuttering including strutting,ropping etc. andremoval of form for Suspendedfloors,roofs,landings,balconiesandaccess platform.D.S.R.5.9.3 |
| 10 | Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all completeT.M.T bars D.S.R.5.22.6 |
| 11 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in;Cement mortar 1:6 (1 cement : 6 coarse sand)D.S.R.6.1.2 |
| 12 | Brick work with F.P.S bricks of class 75 in super structure abovestructure above plinth level up to floor five level in all shapes and sizes incement mortar 1:6 (1 cement : 6 coarse sand ) D.S.R.6.4.2 |
| 13 | Half brick masonry with F.P.S bricks of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:4 ( 1 cement : 4 coarse sand) D.S.R.6.13.2 |
| 14 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S.bricks).D.S.R.6.15 |
| 15 | Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm indepth ,consolidatingeach deposited layer by ramming and watering lead upto 50m and lift upto 1.5m .D.S.R.2.25 |
| 16 | Supply & Filling inplinth with sand under floors including watering, Ramming consolidating and dressing complete .D.S.R.2.27 |
| 17 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.D.S.R.4.17 |
| 18 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws..D.S.R.9.20.2 |
| 19 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).D.S.R. 10.15.1 |
| 20 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). D.S.R. 10.11.1 |
| 21 | Providing/fixing M.S. grills of riquired pattern in frames of windows etc. with M.S. flat, square or round bars etc. all complete. D.S.R.9.48.1 |
| 22 | Providing & fixing of wire mesh (mosquito jalli) with labour & material comlete.D.S.R.9.51.2 |
| 23 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete withFloat glass panes of thickness 4 mmD.S.R.10.30.1 |
| 24 | 12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortor.D.S.R.13.1.2 |
| 25 | 15mm thick plaster on the rough side of mix 1:6 ( 1 cement : 6 fine sand) mortar.D.S.R.13.2.2 |
| 26 | 6mm thick cementplaster of ceiling of mix 1:3 ( 1 cement : 3 fine sand) mortar.D.S.R.13.16.1 |
| 27 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete..D.S.R.13.80 |
| 28 | 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 water thinnable priming coat with cement primer D.S.R.13.41.1 |
| 29 | Finishing walls with textured exterior paint of required shade : New work (Two or more coat applied @ 3.28 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). D.S.R.13.45.1 |
| 30 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.D.S.R.13.62.1 |
| 31 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.D.S.R.11.26.1 |
| 32 | P/L Ceramic glazed floor tiles 300 x 300 mm of 1st quality conforming to I.S : 15622 of approved make in colours such as White , Ivory , Grey Fume, Red Brown laid on 20 mm thick cement mortar 1:4 including pointing the joints with white cement and matching pigment etc. complete.D.S.R.11.37 |
| 33 | P/F1st quality ceramic glazed wall tiles conforming to IS : 15622 of approved make in colours , shades except burgandy , bottel green , black of any sizes as approved by Engineer -in -Charge in skirting , risers of steps and dados over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. D.S.R.8.31 |
| 34 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Udaipur green marble.D.S.R.11.23.5 |
| 35 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete.100x10 mm D.S.R.9.97.5 |
| 36 | Providing and fixing chromium plated brass handles with necessary screws etc. complete:D.S.R.9.92.1 |
| 37 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (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.D.S.R.9.101.1 |
| 38 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/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 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm 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 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed.with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- 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 300x300 mm square 3 mm deep.(e) The 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 the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.D.S.R.22.7 |
| 39 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board 610x510 mm bowl depth 200 mm.D.S.R 17.10.2.1 |
| 40 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :D.S.R 17.3.1 |
| 41 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.D.S.R 17.7.2 |
| 42 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern.D.S.R 17.4.1 |
| 43 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 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 D.S.R 17.1.1 |
| 44 | Providing 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 15 mm dia nominal bore.D.S.R 18.10.1 |
| 45 | Providing 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 25 mm dia nominal bore.D.S.R 18.10.3 |
| 46 | Providing and fixing ball valve (brass) of approved quality complete. High or low pressure with plastic floats. 25 mm dia nominal bore.D.S.R 18.18.1 |
| 47 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm dia nominal bore.D.S.R 18.19.1 |
| 48 | Providing and fixing uplasticised PVC connection pipe with brass unions :15mm nominal bore.D.S.R 18.21.2.1 |
| 49 | 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 overflow pipes but without fittings and the base support for tank. D.S.R 18.48. |
| 50 | Providing and fixing soil, waste and vent pipes :Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 100MM D.S.R 17.35.1 |
| 51 | Providing and fixing soil, waste and vent pipes :Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 75 MM D.S.R 17.35.2 |
| 52 | Providing and fixing plain bend of required degree.Sand cast iron S&S as per IS : 3989 100MM D.S.R 17.39.1.2 |
| 53 | Providing and fixing single equal plain invert branch of required degree :100x100x100 mm Sand cast iron S&S as per iron 1729. D.S.R 17.50.1.1 |
| 54 | Providing and fixing collar :Sand cast iron S&S as per IS - 3989100MM D.S.R 17.57.1.2 |
| 55 | Providing and fixing plain bend of required degree. :Sand cast iron S&S as per IS - 398975 MM D.S.R 17.39.2.2 |
| 56 | Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :Sand cast iron S&S as per IS : 3989 100MM D.S.R 17.47.1.2 |
| 57 | Providing and fixing 600 x 455 mm. bevelled edge mirror of Saint Gobin or Modi float glass complete with 6 mm. thick hard board ground fix to wooden cleats with CP brass screws and washers etc. complete.D.R.S. 17.31 |
| 58 | Providing and fixing terminal guard :Sand cast iron S&S as per IS - 3989D.S.R 17.56.1.2 |
| 59 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :Sand cast iron S&S as per IS - 3989D.S.R 17.60.2.1 |
| 60 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :100 mm dia D.S.R 17.58.1 |
| 61 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :100 mm dia D.S.R 17.59.1 |
| 62 | Providing & Fixing C.P. brass bib cock parryware make D.S.R 18.15.1 |
| 63 | Providing & Fixing C.P. brass Long boddybib cock. D.S.R 18.51.1 |
| 64 | Providing & Fixing C.P. brassstop(conceald)D.S.R 18.52.1 |
| 65 | Providing & Fixing C.P. brassangle valve D.S.R 18.53.1 |
| 66 | Providing & fixing c.p. soap dish parryware make D.S.R 18.65 |
| 67 | Provding & Fixing C.P Towel rail parryware make D.S.R 17.73.1 |
| 68 | Provisiding & Fixing C.P Paper Holder parryware Make D.S.R 17.34.1 |
| 69 | Providing & fixing Over Head Shower parryware make D.S.R 18.64 |
| 70 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore.D.S.R 18.12.8 |
| 71 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) : 80 mm nominal bore.D.S.R 18.17.6 |
| 72 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line :for sanitary building D.S.R 19.30.1.1 |
| 73 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :100 mm dia. R.C.C. pipe. D.S.R 19.6.1 |
| 74 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipe. D.S.R 19.6.4 |
| 75 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5Rectangular shape 600x450 mm internal dimensions.D.S.R. 19.19.1.1 |
| 76 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar.D.S.R. 19.15.1 |
| 77 | 40 mm. thick cement concrete flooring1 :2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm. nominal size ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.D.S.R. 11.3.1 |
| 78 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in;Cement mortar 1:4 (1 cement : 4 coarse sand) D.S.R.6.1.1 |
| 79 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) D.S.R.13.8.2 |
| 80 | Providing and fixing concertina coil fencing withpunched tapeconcertina coil 600 mm dia 10 metre openable length ( total lengt h90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)D.S.R.16.53 |
| 81 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .D.S.R. 16.4 |
| 82 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete prepared with batch mixing machine .D.S.R. 16.43.1 |
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