Construction of Junior Office building in Sansarpur Terrace in tehsil Kotla District Kangra HP

Amount

Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

In foundation footing bases of columns etc. and mass concrete including plinth beams and columns up to plinth level in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Sides and soffits of beams, beam hunchings, cantilivers girders, bressumers and lintels not exceeding 1 metre in depth within all leads and lifts complete in all respect as per the entire direction of Engineer-in-charge.

Columns pillars and posts struts square rectangular or polygonal in plan within all leads and lifts complete in all respect as per the entire direction of Engineer-in-charge.

Edges of slab and breaks in floor and walls under 20 centimetre in wide within all leads and lifts as per the direction of Engieer-in-charge.

Stair case with slopping or stepped soffites excluding landing within all leads and lifts complete in all respect as per the entire direction of Engineer-in-charge.

Providing and laying cement concrete 1:6:12 (One cement is to six sand is to twelve graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying damp proof course 38 milimetre thick with cement concrete 1:2:4 (one cement : six sand : four stone aggregate 12.50 milimetre nominal size and curing complete with in all leads and lifts as per the direction of Engineer-in-charge.

Applying a coat of hot bitumen (Mexphalt 80/100 or equivalent) using 1.70 killo gramm per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene complete with in all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4(One cement is to Two sand is to Four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge

Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Columns, pillars, posts and struts up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Stair cases (Except spiral stair case) including landings but excluding preparing the surface & finishing of the nsing up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing Laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Square rubble masonry coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge.

2nd. Class Brick work using common burnt clay building brick in super structure above ground level to Ist floor level in cement mortar 1:6 (one cement : six sand) with in all leads and lifts as per the direction of Engineer-in-charge.

Half brick masonry work using common burnt clay building brick in superstructure above plinth level upto floor two level in cement mortar 1:4 (One cement is to four sand) second class with in all leads and lifts as per the direction of Engineer-in-charge.

Providing in reinforcement cement concrete work smooth finsihing of the exposed surface with cement mortor 1:3 (one cement to 3 sand) within all leads and lifts as per the direction Enginner-in-charge.

Providing and laying cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) reinforced concrete chajjas not exceeding 10cm. thickness upto floor two level including finishing the exposed surfaces with cement mortar 1:3 (1cement : 3 Sand) to give a smooth finis to exposed surface including centring/form work and curing complete excluding the cost of reinforcement cement concrete work within all leads and lifts as per the direction Enginner-in-charge.

Providing and fixing 90cm high PVC hand rail supported on 50x6 mm flat surface 28cm including upper end welded with flat and MS lugs 30cm RCC steps slab including paving the iron wood complete within all leads and lifts as per the direction Enginner-in-charge.

Providing and fixing anodized aluminium Sliding door bolts anodised (250x16 milimetre )clour and shade with nuts and screws complete with in all leads and lifts as per direction of Engineer in charge.

Providing and fixing aluminium tower bolts (Barrel type) anoised transperent or died to required shade with necessary screw complete with in all leads and lifts as per direction of Engineer in charge. 250x10 milimetre

150x 10 milimeter

Providing and fixing anodized aluminium handles anodised, transparent or or died to required shade with necessary screw complete with in all leads and lifts as per direction of Engineer in charge. 125 milimetre

100 milimetre

Providing and fixing bright finished black enaneled iron helical door spring with necessary screws complete with in all leads and lifts as per direction of Engineer in charge. 150 milimetre

Providing and laying vetrified tiles mat finish 6.00mm thick in flooring 450x450mm of Dura stone laid on a bed 8012mm thick cement mortar 1:4(1cement:4sand) finished with flush pointing in white cement with in all leads and lifts as per direction of Engineer in charge.

White glazed tiles 6mm thick in skirting risers of steps and dado 12mm thick cement mortar1:3(1cement:3 sand) and jointed with cement slurry with in all leads and lifts as per direction of Engineer in charge.

Providing and fixing on wall face CI rain water pipe including filling the joints with spun yarn in neat cement slurry and mortar 1:2(1cement:2sand)with in all leads and lifts as per direction of Engineer in charge.

Providing and fixing on wall face CI accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and mortar 1:2(1cement:2sand)with in all leads and lifts as per direction of Engineer in charge. CI Plain bend 100mm

CI Plain shoe 100mm

Providing wood work in frames and doors,windows,clearstory windows and other frames wrought framed and fixed in position 2nd. class (Deodar wood) within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing 40 x 3 milimetre flat iron hold fast 40 centimetre long including fixing to frame with 10mm diametre bolts nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 (one cement : three sand : six graded stone aggregate 20mm nominal size complete in all respect for door and window with in all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing 40 milimetre thick panelled, glazed or pannelled and glazed shutters for doors, window and clearstory window including bright finished/black enamelled iron but hinges with necessary screws in 2nd class deodar wood with in all leads and lifts as per the direction of Engineer in charge.

Providing and fixing wire gauge shutters using galvanised mild steel wire gauge of is gauge designation 85 gauge wire of dia 0.56 milimetre for doors, windows and clerestorey windows including bright finished black enamelled iron hinges with necessary scews 40 milimetre thick of 2nd. class deodar wood within all leads and lifts as per the direction of Engineer-in-charge.

Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease dirt and other foreign matter, sand papering and knotting within all leads and lifts as per the direction of Engineer-in-charge.

Applying priming coat over new wood and wood based surfaces after and including preparing then surface by thoroughly cleaning oil grease,dirt and other foreign matter,sand papering and knotting with ready mixed paint brushing wood primer pink with in all leads and lifts as per the direction of Engineer-in charge.

Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint to give an even shade including cleaning the surface of all dirt dust and other foreign matter sand papering and stopping with enamel paint other than white with in all leads and lifts as per the direction of Enginer in charge

15 milimetre( Fifteen milimetre) thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers and/or rounded angles not exceeding 80 milimetre in girth and finished even and smooth in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge.

6 milimetre (Six milimetre) thick cement plaster to ceiling in cement mortar 1:3 (One cement is to three sand) within all leads and lifts as per the direction of Engineer-in-charge

Distempering (Two coats) with dry distemper of approved brand and manufacture and of required shade on decorated wall surface to give an even shade over and including a priming coat with distemper priming 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 priming coat with distemper primer complete in all respect with in all lead and lift as per satisfaction of Engineer- in- Chief.

White washing with lime on undecorated wall surfaces two coats to give and even shade including thoroughly/brooming the surface to remove all dirt dust mortar dirt and other foreign matter in ceiling/or sloping roofs within all leads and lifts as per the direction of Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials within all leads and lifts as per the direction of Engineer-in-charge.

Providing under layer for plinth protection of 75 milimetre thick unconsolidated bed dry brick/stone aggregate 40 milimetre nominal size wall rammed and consolidated and grouted with fine sand including preparation of gound within all leads and lifts as per the direction of Engineer-in-charge.

Providing plinth protection 50 milimetre thick in cement concrete 1:3:6(One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size)including finishing the top surface of concrete smooth within all leads and lifts as per the direction of Engineer-in-charge.

Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall 15x22cm in cement mortor 1:3 (1Cement :3 Sand) and inside plastring with Cement Palstring 1:3 (1Cement : 3Sand) including earth work and laying 10cm cement concrete in 1:5:10 (1Cement : 5Sand : 10gradded stone aggregate nominal size) of 40mm nominal size and 7.5cm cement concrete 1:2:4 (1Cement :2 Sand : 4 gradded stone aggregate nominal size 20 mm ) and finished with a floating coat of neat cement complete as per standard design.

Sanjay Kumar