Construction of Vetenary Dispensary building at Ser Chirag tehsil and distt Solan

Amount

Excavation in foundation & trenches etc. in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site. according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and un- useful material and transportation of the un -useful material for disposing at approved dumping site or otherwise and including payment of prescribed charges of dumping to the owner of dumping site (to be arranged by the contractor) satisfaction of Engineer- in -Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour ,machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required ). All useful material such as stones,shingles aggregate and slates shall be properly stacked at site to the meximum possible extent in all leads and lifts through all modes of transportation and used/removed as per the direction of Engineer-in-charge. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respect including all incidental charges.

Excavation in drain and channels in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock, with chiseling and wedging out of rock;(where blasting is prohibited) and their intermediate classification of soils including ,dewatering wherever required, setting out to required lines, levels as shown on the drawing and as directed by the Engineer-in- Charge at site, according to the H.P.PWD. specification of 1990 ( one thousand nine hundred ninety)volum-i (one) and sorting out useful and unuseful materials and transporation of the unuseful material for disposing at dumping site (to be arranged by the contractor) to the satisfcation of Engineer-in-Chargethrough all modes of transporation including head load, animal load or mechnical means alongwith its leveling fine dressing and with all kind of labour, machineries , tools equpmentsand safety measures and incidentals necessary to complete the work by mechnical means and labour (if required). All usefull materials, such as stones, shingles, aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads lifts through all modes of transportation and used/ removed as per the direction of the Engineer-in -Charge. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects, including all incidental charges.

Cutting in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with in all lead and lift as per Technical Specification Clause 1603.1( one six zero three point one) and MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all lead, lift and all incidental charges. all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erossions, damage to hill side, water pollutions etc., and to protect stability of hill side rock work shall be executed with chiseling, wedging out rock, where blasting is prohibited). All earth work in excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber super elevations and levels as shown on the drawing or as directed by the Engineer-in- Charge. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manners, trimming, filling of unevenness blindages and finishing of the road to specified dimensions as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other cases, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Filling in plinth with course sand under floor including, watering, ramming, consolidating and dressing complete as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location of site through all modes of transportation in all leads and lifts, including all incidental charges.

Providing form work with steel plates 3.15 (Three point One Five ) millimetres thick welded with angle iron in frame 30*30*5 (Thirty into Thirty into Five ) millimetres, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies in all heights of propping and centering below supporting floor to ceiling and removal of the same in-situ-reinforced concrete in:

Flat surfaces such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200mm (two hundred millimeters) in thickness.

Vertical surfaces such as walls (any thickness partitions and the like i/c attd. Buttresses, pilasters plinth and string courses and the like.

Beams, cantilevers, girders and lintels. Sides and soffits of beams, beam hunching cantilevers, bressumers and lintels in all depths and in all heights from floor.

Edges of slabs and breaks in floors and walls under 20 (Twenty) centimeters wide.

Providing and laying cement concrete 1:6:12 [One cement isto Six sand isto Twelve graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed, vibrated and curing complete, excluding cost of form work in foundation and plinth, as per H.P.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying cement concrete 1:4:8 [ One cement isto Four sand isto Eight graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed, vibrated and curing complete , excluding cost of form work in foundation and plinth, as per HP. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying cement concrete 1:2:4 [ One cement isto Two sand isto Four graded crushed hard stone aggregate 20 (Twenty) millimeters nominal size] mechanically mixed, vibrated and curing complete , excluding cost of form work in Suspended floors, roofs, landings shelves and their supports balconies, beams, girders bressumers and cantilevers upto floor two level as per H.P. PWD. specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and laying cement concrete 1:1½:3 [ One cement isto One and half sand isto Three graded crushed hard stone aggregate 20 (Twenty) millimeters nominal size] mechanically mixed and vibrated and curing complete, excluding cost of form work and reinforcement for reinforced concrete work, as per H.P. PWD. specification (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges in:

Wall (any thickness but not less than 0.1 m (zero point one meter) thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level to all heights and levels.

Suspended Floors, roofs and landing, shelves and their support in all floors up to all heights and levels.

Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position including cost of binding wire complete as per structural drawing in all floors up to all heights and levels, direction of Engineer-in-Charge and as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (1 cement:2 sand:4 stone aggregate 12.5mm nominal size) and curing complete as per H.P.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Applying a coat of hot bitumen mexphault 80/100 (eighty /One hundred) or equialvenet using 1.70 (One point seven ziro) per sqm. On damp proof course after cleaning the surface with a pice of cloth lightly soaked with kerosene oil as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

Brick work using Second class common burnt clay building bricks in foundation and plinth with cement mortar 1:6 (one cement:six sand) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all iincidential charges.

Brick work using Second class common burnt clay building bricks in super structure above plinth level in all floors up to all heights and levels in cement mortar 1:6 (One cement isto Six sand) as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Brick work using Second class common burnt clay building bricks in cement mortar 1:4 (one cement: four sand) in foundation & plinth in all height and depth including carriage of materials in all leads and lifts upto all depths as per HP.PWD specification , including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Half brick work using Second class common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4 sand) as per HP.PWD specification , including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Half brick work using Second class common burnt clay building bricks above plinth level in all floors up to all heights and levels in cement mortar 1:4 (One cement isto Four sand) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought tocourses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1cement: 6 sand:12 geraded stone agg. 20mm (twenty milimeters) nominal size) in cement mortar 1:6 (1cement :6sand) as per H.P.PWD. Specification 1990 volume- I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Square rubble masonary coursed with hard stone of approved quality in foundation and plinth in walls in cement mortar 1 : 4 ( 1 cement : 4 sand)and including rakingout joints as per H.P.PWD. Specification 1990 volume- I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Stone soling properly dry hand packed tightly under floor as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Boulder filling dry hand packed tightly in wire crates vertical bunds with sloping face (wire crates to be measured separately) as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1 (V):120 (one hundred twenty) (H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven) as per MORD specification including carriage of all labour, equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and fixing Second class deodar wood in frames of doors, windows, clerestory windows and other frames wrought,framed and fixed in position as per HP.PWD specification , including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 40 mm (Fourty milimetres) thick second class deodar wood panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws as per H.P.PWD. Specification 1990 volume- I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 40mm (forty milimeters) thick second class deodar wood wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85(eighty five) G. with wire of dia 0.56 mm (zero point fifty six millimeter) for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws. as per H.P. PWD. Spesification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing 40x3mm (forty into three milimeters) flat iron hold fast 40cm.(forty centimeters) Long including fixing to frame with 10mm (ten milimeters) diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. (thirty into ten into fifteen centimeters) 1:3:6 ( one cement isto three sand isto six graded stone aggregate 20mm (twenty milimeters) nominal size) as per direction of Engineer in Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Providing and fixing 19 (Nineteen) millimeters thick commercial board water proof shutters for cup board with hard wood edging on exposed surface, including fixing with nickel plated piano hinges with screws complete as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and fixing 1 (One) millimeters thick coloured and plain laminated sheet (sunmica) on boards/plywood sheets with approved adhesive and nails etc. complete as per direction of the Engineer-in-Charge and HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and fixing anodized aluminimum sliding door bolts of required colour & shade with nuts, bolts and screws etc. complete in all respect as per direction of Engineer in Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

300*16mm ( three hundred into sixteen millimeters)

250*16mm (Two Hundred Fifty into sixteen millimeters) size

Providing and fixing anodized alluminium Tower bolts (barrel type) anodized transparent or dyed to required shade and color with screws etc. Complete as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

250*10(Two Hundred Fifty into Ten) millimeters size.

150*10 (one hundred fifty into 10) millimeters size.

Providing and fixing alluminium handles anodized transparent or dyed to required shade and color with screws etc. Complete as per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

125mm (One hundred twenty five) millimeters size.

100mm ((One hundred only) milimeters size.

Providing and fixing 6 mm thick plain asbestos cement sheet ceiling of approved quality with butt jointing and wood screws (frame work and cover fillets to be measured and paid for separately) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing M S Plain grills of required pattern in windows etc. with M S flats 20*5mm (twenty into five milimeters) and 8*8 mm (eight into eight milimeters) square bars with screws etc. as per HPPWD specification 1990 ( One thousand nine hundred ninety) volume-1 ( One) including carriage of all equipments and labour to various locations through all modes of transportation in all leads and lifts as per direction of engineer in charge.

Providing and fixing anodized aluminium fan light pivot with necessary screws as per HPPWD specification 1990 ( One thousand nine hundred ninety) volume-1 ( One) including carriage of all equipments and labour to various locations through all modes of transportation in all leads and lifts as per direction of engineer in charge.

50mm (fifty milimeter) thick Cement concrete flooring 1:2:4 (one cement : two sand: four graded stone aggregate 20 mm (twenty milimeter) nominal size)laid in one layer finished with a floating coat of neat Cement as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and laying 40 mm (forty milimetres) thick Kota stone slab flooring, 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. Including rubbing and polishing complete as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and laying 20mm (twenty milimeter)thick granite stone (Table rubbed and polished) in flooring, wall lining/ dedo, 20mm (twenty milimeter) (average) thickness base of cement mortar 1:3 (one cement: three sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone i/c rubbing and polishing complete. as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidential charges

Providing and laying 20mm (twenty milimetres) thick acid proof tiles flooring of tile size 300 x 300mm of specified shade in floors, treads of steps and landing laid on a bed of 12mm. thick cement mortar 1:3 (one cement isto three sand) jointing with cement slurry mixed with pigment to match the shade of tiles complete in all respect as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying 6mm (six milimetres) thick white glazed tiles in skirting risers of steps and dedo 12mm (twelve milimetres) thick cement morter 1:3 (1 cement : 3 sand) and jointed with cement slury complete in all respect as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge and as per Architectural drawing including hoisting of material in all heights and levels, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges and as per Architectural drawing including hoisting of material in all heights and levels, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 0.80mm thick semicircular plain G.I. Sheet gutter, 15 cm.wide 45 cm. overall with iron brackets 40x3mm size bolts and nuts and washers etc. including making necessary conections with rain water pipe complete as per design complete in all respect as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing M.S. BP sheet 1.66 mm (one poine sixty six millimeter ) to 2 mm (two millimeter) thick in eaves board/facia/soffits ceiling including cutting fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-Charge (base members of steel work shall be measured and paid for separately) work as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing on wall face PVC (D-Plast) rain water pipes 100mm (One hundred millimeters) dia pipe of working pressure not less than 4.5 (Four point Five) kg/sqm. Including filling the joints with approved adhesive complete as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 100mm (One hunderd millimeter) dia PVC Plain bend as per direction of Engineer in Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Providing and fixing M.S.holder bat clamps of approved design to C.I. or S.C.I pipes embeded in and including cement concrete blocks 10 x10x10 cm (Ten into Ten into Ten centimeter) of 1:2:4:mix (one cement isto Two sand isto four graded hard crushed stone graded stone aggregate 20 mm (Twenty millimeter) nominal size) and cost of cutting holes and making good the wall etc as per HP.PWD. specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One),including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Steel work welded in built up sections, trusses and framed work, including cuting, hoisting in all heights and levels, fixing in position and applying a priming coat of red lead paint completer in all respect as per direction of the Engineer-in-Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

In gratings framed guards bars ladders, railing brackets and similar work.

In trusses and trussed purlins in buildings.

Providing and fixing angle iron cupboard frames manufactured from M.S.Angle iron section 25x25x5mm (Twenty five into Twenty Five into Five millimeter) thickness including hinges jamb,lock jamb,beed and if required angle thrashold of mild steel angle 25x25 mm(Twenty five into Twenty Five millimeter) welded or rigidly fixed by mechanical means,lugs with split end tails to each jamb including steel butt hinges 2.5 mm (Two point Five Millimeter) thick with provision for locking arrangement and shock absorber as specified and applying a coat of approved steel primer after preteatment of the surface as directed by Engineer-in- Charge. as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

6 (Six) millimeters thick plaster to ceiling in cement mortar 1:3(One cement isto Three sand) in all floors up to all heights and levels, as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

15mm (fifteen millimeter) thick cement plaster in single coat on rough side of brick/conctrete/stone walls for interior plastering upto floor two level including arises, internal rounded angles, chamfers and rounded angles not exceeding 80mm(eighty millimeter)in girth and finished even in and smooth in cement mortar 1:6(one cement:six sand) as per direction of Engineer in Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

15mm(fifteen millimeter) plaster in single coat in C.M.1:4 (one cement isto four sand) on fair side of brick/concrete/stone walls for interior plastering upto all floor heights or level i/c arises internal rounded angles, chamfers an/or rounded angles not exceeding 80mm (eighty millimeter) in girth and finished even and smooth as per HP.PWD specification , including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

20 (Twenty ) millimetrs cement plaster in two caots backing coat 10mm (Ten millimeter) and finishing coat 10mm (Ten millimeter) thick on fair side of brick/stonemasonry walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in Cement Mortar 1:4 (1 Cement:4 sand) as per direction of Engineer as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental charges.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.

Providing plinth protection 50mm (fifty millimeter) thick in cement concrete 1:3:6 (one Cement : three Sand : six graded stone aggregated 20mm (twenty millimeter) nominal size) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing under layer for plinth protection of 75(Seventy Five) millimeters thick (unconsolidated) bed dry brick /stone aggregate 40(Forty) millimeters nominal size well rammed and consolidated and grouted with fine sand including preparation of ground, as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Constructing course rubble hammer dressed 'U' shape open surface drain with side wall,15*22(Fifteen*Twenty Two) centimeters in cement mortar 1:6 (One cement isto Six sand)and inside plastering with cement mortar 1:3(One cement: Three sand)including earth work and laying 10(Ten) centimeters cement concrete in 1:5:10 {One cement isto Five sand isto Ten graded hard stone aggregate 40 (Forty) millimeters nominal size} and7.50 (Seven point Five Zero) centimeters cement concrete 1:2:4 (One cement isto Two sand isto Four graded hard stone aggregate 20 (twenty)millimeters nominal size}and finished with a floating coat of neat cement complete as per standard design and HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Supplying and filling crushed stone aggregate in soakpit of following sizes including carriage of materials within all leads and lifts :-

25 mm ( twenty five milimetres )nominal size

12 mm ( twelve milimetres )nominal size

Supplying and stacking broken / crushed stome aggregate chipping of hard stone of 40 mm (forty milimeter) size as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing to wall, ceiling and floor 15mm ( fifteen milimeters) nominal bore galvanized mild steel tubes (Medium grade) with ISI marked tube fittings and clamps including making good the wall and ceiling and floor as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying in trenches G.M.S tube 15mm ( Fifteen milimetre) diameter (medium grade) with filling etc. complete (earth work in trenches to be measured and paid for separately) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and laying in trenches,15mm nominal bore galvanised mild steel tubes (heavy grade), 15mm nominal bore tube fittings (earth work in trenches to be measured and paid separately) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Making connection of galvanized steel distribution branch with galvanized mild steel main line 20(Twenty) millimeters to 40 (forty) millimeters nominal bore ISI marked by providing and fixing tees including cutting and threading the pipes complete, as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Fixing water meter and stop cock in 15(Fifteen) millimeters nominal bore galvanized mild steel tube including necessary fittings such as mild steel galvanized jam , nuts, sockets etc. cutting and making long screws complete (water meter and stop cock to be measured and paid for separately) as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing vitreous china water closet squatting pan Indian type W.C. pan) size 580mm (five hundred eighty milimeter)(earth work, bed concrete, foot rest and trap to be measured and paid for separately):-Orrissa Pattern as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 100 mm size Vitreous China 'P' or 'S' trap for water closet ( squatting pan)including jointing the trap with the pan and soil pipe in cement mortar 1:1( one cement isto one sand) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and fixing 10.00/12.50 litres capacity high level C.I. flushing cistern with a pair of C.I. or mild steel brackets, complete with fitting such as syphonic arrangement, 15mm nominal size brass ball valve with polythene float, unions and coupling for connections with inlet, outlet and overflow pipes etc. including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (overflow pipe chain and pull are not included in the rate) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Supplying and fixing cast iron manholes cover internal dimension 450 mm x 610 mm (Four hundred Fifty into Six hundred Ten millimeter) rectangular C.I. Cover (light duty single seal pattern-1) the weight of cover to be not less than 23kg. as per architectural drawing as per the direction of Engineer-in-Charge as per direction of the Engineer-in-Charge and H.P.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Supplying and fixing 300 mm X 300 mm precast RCC cover with frame for gully trap complete including carriage to various location within all lead and lift.

Providing and fixing Flat back 630mmx450mmvitreous China wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittingsas per H.P.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges . .

Providing and fixing 600mm x 450mm x 150mm size Vitreous China laboratory sink with C.I. or M.S. brackets painted white including cutting holes in walls and making good the same but excluding fittings as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.:-

Providing and fixing 32mm(thirty two milimetres) dia C.P. Brass chain 50cm (fifty centimetres) long and rubber plug of following sizes for sink or wash basin as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 32 (Thirty Two) millimeters dia chromium plated brass waste for sink or wash basin complete in all respect as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 32 (Thirty Two) millimeters dia M.I union for sink or wash basin complete in all respect as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges. The rate comprising of octroi, royality, Malkana toll tax, sale tax or any other taxes imposed by the Government.

Providing and fixing 100mm sand cast iron grating for gully, floor or Nahni trap as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all lead and lift, including all incidental charges.

Providing and fixing 600mmx450mm (six hundred into four hundred fifty milimeter) beveled edge mirror of superior glass mounted on 6mm(six milimeters thick A.C. sheet or plywood sheet and fixed to wooden plugs with C.P. brass screws and washers as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and fixing C.P. brass towel rail complete with C.P brass screws and washers 600x20mm (six hundred into twenty millimeter)including carriage of materials in all leads and lifts. The rate comprising of octroi, royality, Malkana toll tax, sale tax or any other taxes imposed by the Government.

Providing and fixing chromium plated brass soap dish with C.P. Brass brackets fixed to wooden cleats/ rawal plugs with C.P. Brass screws in all respect as per the direction of Engineer in Charge and as per HP.PWD. Specification i/c carriage of all labour, equipment and material to various location through all modes of transportation in all lead and lifts i/c all incidental charges.

Providing and fixing chromium plated brass pillars tap 15mm (fifteen millimeter) dia with capstan, including brass check nut as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 15mm ( Fifteen milimetre) diameter brass stop cocks as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 15mm (fifteen milimeters) nominal bore brass full way valve with wheel as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing PVC water storage tank 2000 (two thousand) litres net capacity tank of ISI : 12701 marked, G.I. inlet and outlet connection, 15mm (fifteen milimeters) nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground level as per direction of Engineer in Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Providing and fixing 110 mm (one hundred ten milimeters)dia high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete as per direction of Engineer in Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Providing and fixing 150 mm (one hundred fifty milimeters)dia high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete as per direction of Engineer in Charge and as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges.

Providing and fixing and fixing PVC floor trap 110 mm X 90 mm (one hundred ten into ninety milimeters) dia ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete.as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 100mm ( hundred milimeters) dia PVC plain bend ISI marked including fixing with approved adhesive etc. complete in all respects as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Providing and fixing 100mm (hundred milimetres) PVC Cowl and jointing to PVC vent pipe with approved adhesives complete in all respect as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Constructing manhole with R.C.C. top slab in 1:2:4 (one cement: two sand: four graded stone aggregate 20mm(twenty milimeter)nominal size, foundation concrete 1:4:8 (one cement four sand: eight graded stone aggregate 40mm (forty milimeter) nominal size)inside plastering 15mm(fifteen milimeter) thick with cement mortar 1:3 (one cement: three sand)finished with a floating coat of net cement and making channels in cement concrete 1:2:4 (one cement:two sand:four graded stone aggregaten20mm (twenty milimeter) nominal size) finished smooth complete including curing and testing. Inside size 800x800mm (eight hundred into eight hundred milimeter) and 500mm (five hundred milimeter) deep including C.I. cover with frame. (Light duty single seal pattern-I) 455x610mm (four hundred fifty five into six hundred ten milimeter) internal diamensions total weight of cover and frame to be not less than 38(thirty eight) kilogramme(weight of cover 23kg (twenty three kilogramme)and weight of frame 15kg (fifteen kilogramme) with 200mm (two hundred milimjeter) thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3(one cement:three sand) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges.

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with common burnt clay building bricks in cement mortar 1:5 (one cement isto five sand ) C.I. Cover with frame (light duty ) 355mm x 610mm (three hundred fifty five into six hundred ten milimeters) internal dimensions total weight of cover with frame to be not less than 38kg (thirty eight kilogramme) (weight of cover 23 kg. (twenty three kilogramme) and weight of frame 15kg (firteen kilogramme)) R..C.C top slab with 1:2:4 mix (one cement isto two sand isto four graded stone aggregate 20mm (twenty milimeters) nominal size ) foundation concrete 1:5:10 ( one cement isto five sand isto ten graded stone aggregate 40mm (forty milimeters) nominal size) inside plaster 15mm (fifteen milimeters) thick with cement mortar 1:3 (one cement isto three sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete. in all respect as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads ,lifts and all incidental charges.

Providing and fixing 150 mm dia G.I pipe outlet and inlet connected with rain water pipe as per drawing complete including carriage of all labour equipment and material to various location through all modes of transportation in all leads ,lifts and all incidental charges.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm(six hundred millimeter) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (one two zero four point threepoint eight) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

ankush thakur

SANDEEP SINGH

rajneesh katna

Jitender Sharma

M/s rachin chaudhary