C/O Govt. Senior Secondary School Building at Sangrah

Amount

Excatation in soil in hilly area in all depths using all means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe dispoal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Earth work in excavation for structures in all depths as per drawing and Technical specification of Ministery of Rural Development for rural roads August 2004 (Two thousand four) C-305-1(Clause-three hundred five point one) including setting out construction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and botttom and back filling in tranches with excavated suitable materials all work of rock cutting by blasting shall be carried out by taking all necessry precaution against soil erosion damages to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiesling and wedging out rock (where blasting is prohibited) all earth work in cutting.excavation including rock excavation shall be carried out true to lines grades,side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places, in specified manner systemathically with due consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension to the entire satisfaction as directedby the Engineer-in-charge. If the foundatioin of the structure is in an area with stangnat water or water is met with in the excavation due to spring seepage rain and other courses it shall be remove by suitable diversion boilingout or pumping as directed and the area of foudation or embankment shall be kept dry any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, 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 soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and trensportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materjials,tools,equipments and incicental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes oftransportation and all others incidental charges any loss to the public and private properities during the course of executjion and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respect.

Filling in plinth with course sand under floor inclduding watering ramming consolidating and dressing complete as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer Incharge.

Boulder filling dry hand packed under floor including waering,ramming consolidation and dressing complete,as per HP.PWD specification 1990 volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in -charge.

Providing and laying plain cement concrete 1:6:12 (One cement is to six sand is to twelve graded hard crushed stone aggregate nominal mix) mechanically mixed and vuberated in foudation or similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire specifications as per direction of Engineer- in-Charge

Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wing wall ruturn wall with 100mm dia PVC pipe extending throught the full width of the structure with slopes of i(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 . including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge .

Providing and laying cement concrete plain/reinforced concrete in open foundatiion and substructure upto all heights as per the drawing and techical specification clause 802-803 1202. &1203 in cement concrete 1:4:8 ( One cement: four sand: eight graded stone aggegate 40mm nominal size, including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge

Back filling behind abutment, Wing wall &Return wall complete as per drawing and technical sepecification clause 1204.3.8 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing form work with steel plates 3.15 mm(Three point One Five millimeters) thick welded with angle iron in frame 30x30x5mm (Thirty into Thirty into Five) millimetres,so as to give a fair finish including centring,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 and plain concrete work as per HP.PWD specification 1990 volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in -charge in:-

Foundation footing bases of columns etc and mass concrete including plinth beams and columns upto plinth levels.

In flat surfaces such as soffits of suspended floors,roofs, landings and the like. Floors etc. upto 200 mm ( Two hundred milimetre) in thickness.

Beams, cantilevers, girders and lintels, sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1 meter (One meter)in depth in all heights from floor.

Columns pillars and posts struts square rectangular polygonal in plain.

Stair cases with slopes or steped soffits excluding landing.

Edges of slab and breaks in floors and walls. Upto 20cm (Twenty centemetre) wide.

Providing and laying cement concrete 1 : 4 : 8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work. as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer-in-Charge

Providing and laying cement concrete 1:6:12[One cement: Six sand: Twelve graded hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed and vibrated and curing complete, excluding cost centering & shuttering in foundation and plinth,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer Incharge.

Providing plinth protection 50mm thick in Cement Concrete 1:3:6 ( One Cement : Three sand : Six graded stone aggregate 20mm nominal size),as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

Providing and laying cement concrete 1:1.5:3 [ One cement: One and half sand: Three graded hard stone aggregate 20 (Twenty) millimeters nominal size]mechanically mixed and vibrated for compacting concrete and curing complete, excluding cost of form work and reinforcement for reinforced concrete work.,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer Incharge.

Foundation footing basis of columns and the like in mass concrete in all floors.

Suspended floors,roofs,landing shelves and their supports balconies, beams, girders ,bressumers and cantilivers.

Columns, pillars, posts and struts :-

Stair cases (except spiral stair case) excluding landing but including preparing of the surface and finishing of nosing.

Applying cement slurry on R.C.C. slab or cement conc. Work using 2.75 kg of cement per sqm. Of floor area before laying cement conc. Flooring i/c roughening ,cleaning of the conc. Surface complete.as per H.P. PWD.spesification 1990 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 mild steel/Tor steel reinforcement including cost of binding wire for R.C.C. work including bending, binding and placing in position complete. Tor steel.as per H.P. PWD.spesification 1990 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.

Second class brick work using common burnt clay building bricks in Superstructure up to floor two level in cement mortar 1:6(One cement: six sand) ,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

Second class Half brick masonry in common brunt clay building bricks in cement mortar 1:4 (one cement: four sand) in superstructure up to floor level as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

Providing and fixing 35 mm thick factory made panelled door shutter with non decorative phenol bonded termite resistant and water proof core of block board with frame of 1st. Class hard wood and well match commercial three ply veneer with vertical grain or cross band and face veneer both face of flush door , IS No 2202 of WUD- TECH OR ITS EQU. complete as per Arch. drg.as per H.P. PWD.spesification 1990 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.(AR)

Providing and fixing Mild Steel grills of required pattern in wooden frames of windows etc.with M.S flats square or round bars with round-headed bolts and nuts by screws plain grills,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

Providing and fixing anodized aluminum sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

300 x16(Three Hundred into Sixteen) millimeters size.

Providing and fixing anodized aluminium Tower bolts (barrel type) anodized transparent or dyed to required colour and shade with bolts & nuts screws etc. Complete,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

250x10mm(Two hundred fifty into ten) milimetres size.

150x 10 mm ( One hundred fifty into ten) milimetres size.

Providing and fixing aluminum handles anodized transparent or dyed to required colour and shade with bolts & nuts screws etc.complete,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

125 (One hundred Twenty Five)millimeters size

100 (One hundred) milimetres size.

Providing and fixing on walls face PVC (D-Plast) rain water pipes of working preshure of not less then 4.5kg /sqm including filling the joints with approved adhesive complete. 150 mmdia pipe as per H.P. PWD.spesification 1990 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 on walls face PVC (D-Plast) accessories for rain water pipes including filling the joints with approved adhesive complete.as per H.P. PWD.spesification 1990 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.

100 mm dia PVC plain bend

150 mm dia PVC shoe

Providing and fixing angle iron door,window,clerestory window frame manufactured from steel iron section of 40X40X6 mm,thickness including hinges jamb,lock jamb,beed and if required angle thrashold of mild steel angle 50X25 mm welded or rigidly fixed by mechanical means,lugs with split end tails to each jamb including steel butt hinges 2.5 mm 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 HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.A/R

Providing and fixing Window and ventilators frames manufactured of channel section 75 x 40 (Seventy Five into Forty) millimeters for end frames and for center frame channel section 75 x 40 (Seventy Five into Forty) millimeters with Mild Steel flat (Seventy Five into Four) millimeters. in combination welded together to make one frame with making square steel section with Mild Steel flat of 20 x 4 (Twenty into Four)millimeters and 12 x 4 (Twelve into Four) millimeters., shutters of rolled steel section F-7B (Seven B) section including glass panes of 4 (Four) millimeters thick in glazed panel and wire gauge of designation 85 (Eighty Five)with 0.56 (Zero point Five Six) millimeters dia in wire gauge panel and fixed glazing fixed with angle and T section of 25 x 25 x 3 (Twenty Five into Twenty Five into Three) millimeters and flat of 12 x 4 (Twelve into Four) millimeters in sash bars duly welded of all corners and joints properly, hold fast of Mild Steel flat 200 x 50 x 5 (Two hundred into Fifty into Five) millimeters. duly welded at corner and joints of all steel section, embedded in cement concrete block 1:3:6 (One cement : three sand : six graded crushed stone aggrigate twenty milimeters nominal size of size 100 x 100 x 100 mm. size (One cement isto Three sand isto Six graded stone aggregate Twenty millimeters. nominal size of One hundred into One hundred into One hundred) including providing and fixing of fittings that is handles, tower bolts hooks and eyes and applying a coat of primer with red lead paint and fixed in position complete in all respect as per architectural drawing and direction of Engineer-in-Charge and 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.A/R

Painting two coats (excluding priming coat )on new steel and other metel surfaces under coat with ready mixed paint brushing to give an even shade i/c cleaning the surface all dirt, dust and other foreign matter with ready mixed paint other than white as per H.P. PWD.spesification 1990 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.

Applying priming coat over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease, dirt and other foreign sand papering and knotting ready mixed paint brushing wood primer pink ,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters with enamel paint other than white as per H.P. PWD.spesification 1990 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.

Applying Birla white care putty over plaster surface after throughly brushing the surface free from morter drops.dust, loose materials and other foreign matters sand papering smooth to give final finish to the surface complete.as per H.P. PWD.spesification 1990 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.

6mm cement plaster to ceiling in cement mortar 1:3 (1 cement : 3 sand) as per H.P. PWD.spesification 1990 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.

15mm cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering upto all floor level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth ( in Cm 1 : 6 )as per H.P. PWD.spesification 1990 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.

15mm ( Fifteen milimetre) Cement Plaster in single coat on fair side of brick/ Concrete/ stone walls for interior plastering upto all floor level including arrises, internal rounded angles,chamfers and /or rounded angles not exceeding 30 cm in girth and finished even and smooth including .Cement Mortar 1:6( One Cement : six Sand) as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer Incharge.

Finishing wall with water proofing cement paint of approved ISI 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 HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

Distempering two coats with Synthetic/ Acrylic distemper of approved brand and manufacture and of required shade on undecorated wall to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surfaces free from mortar droppings and other foreign matter and including preparing the surfaces even and sand papered smooth.as per H.P. PWD.spesification 1990 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.

Constructing course rubble hammer dressed "U" shape open surface drain with side wall 15x22 cm in Cement Mortar 1:6 ( One Cement : Six Sand) and inside plastering with Cement Plaster 1:3 ( One Cement : Three Sand) including earth work and laying 10cm Cement Concrete in 1:5:10( One Cement : Five Sand: Ten Graded stone aggregate ) of 40mm nominal size and 7.5cm Cement Concrete 1:2:4( One Cement : Two Sand : Four Graded stone aggregate of 20mm nominal size) and finished with a floating coat of neat Cement complete as per standard design,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

Precast terrazzo tiles hydraulic compressed 20mm thick with marble chips of specified sizes) in skirting ad riser of steps not exceeding 30cm in hieght on 10mm thick cement plaster 1:3 ( One cement:three sand) jointed with nat cement slury mixe with pigment to match the shade to tiless ( whereever required) including rubbing and polishing complete with tiles of medium shade ,as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer in charge.

Cement plaster skirting (upto 30 cm (thirty centimetre) height) with cement morter 1:3 (one cement is to three sand) finished with a floating coat of neat cement including rounding of junction with floor as per HPPWD specification 1990-Volume-I,including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges as per the direction of the Engineer Incharge.

JAI GOPAL SHARMA

Virender Pundir

SUNIL KUMAR

Surender Singh

BHARAT BHUSHAN

Rattan Singh Chauhan Contractor