CONSTRUCTION FOR PROPOSED MAHILA BARRACK AT- POLICE LINE ROSHNABAD HARIDWAR under KHUMB MALA 2021, DISTT- HARIDWAR , UTTARAKHAND.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. D.S.R.2.8.1

Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with sq.m 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 for the foundation 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). S.O.R 2.35.3.1

Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand (zoneIII):08graded stone aggregated 40mm.nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R.4.1.8

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) All works upto plinth level D.S.R.5.1.2

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)All works above plinth level upto floor V level D.S.R.5.2.2

Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concrete D.S.R 5.9.1

Centering shuttering including strutting, propping etc. and removal of form work Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R 5.9.6

Centering shuttering including strutting, propping etc. and removal of form work Suspended floors, roofs, landings, balconies and access platform D.S.R.5.9.3

Centering shuttering including strutting, propping etc. and removal of form work Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick D.S.R.5.9.21

Centering shuttering including strutting, propping etc. and removal of form work Staircase D.S.R 5.9.7

Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete Thermo-Mechanically Treated bars.D.S.R.5.22.6

230th Brick work withcommon burnt clayF.P.S. (non modular) brick of class designation 75 in foundation & plinth in cement mortar 1:6 D.S.R.6.1.2

Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand ) D.S.R.6.4.2

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

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

Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. D.S.R.2.25

Construction of Embankment with Material obtained from Borrowpits cu.m Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.S.O.R mord 3-4 422.30+12% gst

Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . D.S.R.2.27

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 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

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

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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.9.21.2

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a primin coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes D.S.R 10.16.2

Providing/fixing M.S. grills of riquired pattern in frames of windows etc. with M.S. flat, square or round bars etc. all complete Fixed to steel windows by welding.D.S.R.9.48.1

Providing & fixing of wire mesh (mosquito jalli) with labour & material comlete With 12 mm mild steel U beading. D.S.R.9.51.2

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with Float glass panes of thickness 4 mm D.S.R 10.30.1

Neat cement punning.D.S.R.13.18

12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar D.S.R.13.1.2

15 mm cement plaster on the rough side of single or half brick wall of mix :D.S.R.13.2.2

6mm thick cement plaster of ceiling of mix 1:3 ( 1 cement : 3 fine sand) mortar D.S.R.13.16.1

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

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.D.S.R 13.41.1

Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.D.S.R.13.45.1

Applying 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/litre D.S.R. 13.85.3

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable sq.m shade with ordinary paint of approved brand and manufacture.D.S.R.13.62.1

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

P/F 1st 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.11.36

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade Area of slab upto 0.50 sqm D.S.R. 8.2.2.1

Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.D.S.R. 9.109

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

Providing and fixing chromium plated brass handles with necessary screws etc. complete:D.S.R. 9.92.3

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

Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc. complete :18 mm thick crazy marble stone white, black or as specified D.S.R 11.15.1

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305. 1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth S.O.R. 11-1-1-1 MORD 298.60 +12%GST

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) S.O.R. 4-1-A MORTH 1880.80 +12% GST

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 S.O.R. 2-2 MISC 4078.50 +12% GST

Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.S.O.R. 2-6 MISC 716.40 +12% GST

Water Bound Macadam Sub-base/base WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. S.O.R. 4-7-1 -B MORD 2229.80 +12%GST

Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 S.O.R. 6-4 MORD 6138.70 + 12%GST

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C. grade M 20 Nominal mix (1:2:4) 40MM THICK S.O.R. 11-4-3-1 MORD 5126.90 +12% GST

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Cement mortar 1:4 (1 cement : 4 coarse sand) S.O.R. 11-5-2 MORD 5083.70 +12% GST

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 S.O.R. 12-3 MORD 169.40 +12%GST

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore 18.12.8

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore 18.17.6

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 19.30.1.1

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 19.6.1

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 19.6.4

40mm cement flooring in 1:2:4 mix finshed with a floating coat of neat cement including cement slurry etc., D.S.R. 11.3.1

Supplying and stacking at site.63 mm to 45 mm size stone aggregate D.S.R. 16.3.2

Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:4 D.S.R. 6.1.1

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

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

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. 19.19.1.2

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.D.S.R. 5.9.2

Providing and fixing soil, waste and vent pipesCentrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. : 100 mm dia D.S.R. 17.35.1.2

Providing and fixing single equal plain junction of required degree :100x100x100 mm Sand cast iron S&S as per IS - 1729 D.S.R. 17.44.1.1

Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS - 1729 D.S.R. 17.39.1.1

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 :W.C. pan with ISI marked white solid plastic seat and lid D.S.R 17.3.1

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

Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 15mm dia nominal bore D.S.R 18.10.1

Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 25 mm dia. nominal bore D.S.R 18.10.3

Providing and fixing G.I. pipes complete with G.I. fittings andclamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall 50 mm dia. nominal bore D.S.R 18.10.6

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 18.18.3

Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore D.S.R 18.19.1.1

Providing and fixing uplasticised PVC connection pipe with brass unions :15mm nominal bore D.S.R 18.21.2.1

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

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 17.35.1.2

Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 398975MM D.S.R 17.35.2.2

Providing and fixing plain bend of required degree.100 mm Sand cast iron S&S as per IS : 3989 D.S.R 17.39.1.2

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

Providing and fixing collar : 100 mm Sand cast iron S&S as per IS - 3989 D.S.R 17.57.1.2

Providing and fixing plain bend of required degree.75 mm Sand cast iron S&S as per IS - 3989 D.S.R 17.39.2.2

Providing and fixing single equal plain invert branch of required degree Sand cast iron S&S as per IS - 3989 75x75x75 mm D.S.R 17.50.2.2

Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100 mm Sand cast iron S&S as per IS - 3989 D.S.R 17.47.1.2

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

Providing and fixing terminal guard :Sand cast iron S&S as per IS - 3989 D.S.R. 17.56.1.2

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 - 3989 D.S.R 17.60.2.1

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

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

Providing & Fixing C.P. brass bib cock parryware make D.S.R 18.15.1

Providing & Fixing C.P. brass Long boddy bib cock D.S.R 18.51.1

Providing & Fixing C.P. brass stop(conceald) D.S.R 18.52.1

Providing & Fixing C.P. brass angle valve 15mm nominal bore D.S.R 18.53.1

Providing & fixing c.p. soap dish parryware make D.S.R 18.65

Provding & Fixing C.P Towel rail parryware make D.S.R 17.73.1

Provisiding & Fixing C.P Paper Holder parryware Make D.S.R 17.34.1

Providing & fixing Over Head Shower parryware make D.S.R 18.64

M/s Sanjay Singh

M/S SHAHNAWAZ SHAMSI

M/s Rakesh Kumar Contractor