Construction of Cow Sadan at Nagrota Bagwan in Distt. Kangra (H.P.) DEPOSIT WORK. (SH - Construction of Civil work only.)

Amount

Excavation in foundation, trenches etc. in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of excavation and then retuning the stacked soil in 15cm (Fifteen centimeter)layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth including carriage of materials within all leads, lifts and other incidentals and as directed by the Engineer-in-Charge.

Providing and laying cement concrete 1:6:12 (One cement; Six sand; Twelve graded broken/crushed stone aggregate 40mm (Forty milimetres) nominal size mechanically mixed and curing complete excluding cost of forms work in foundation and plinth complete including carriage of materials within all leads, lifts and other incidentals and as directed by the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 ( One Cement isto four Sand isto eight graded crushed Stone aggregate 40 mm (forty milimetre) nominal size mechanically mixed and curing complete excluding the cost of form work. in foundation and Plinth complete including carriage of materials within all leads, lifts and other incidentals and as directed by the Engineer-in-Charge.

Boulder filling dry hand packed under flooring including consolidation complete, including carriage of materials including carriage of materials within all leads, lifts and other incidentals and as directed by the Engineer-in-Charge.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (One cement : Six sand : Twelve graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) at plinth level in cement mortar 1:6 (One cement: Six sand) as per approved drawing, design and including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing form work with steel plates 3.15mm.(Three decimal fifteen millimeters) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimeters) so as to give a fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies including dewatering/ pumping or bailing out water wherever required at site complete upto all heights/ depth of propping and centering below supporting floor to ceiling upto all height and removal of the same for insitu- reinforced concrete and plain concrete work in foundation, footings basis of columns etcetera. and mass concrete as per approved drawing, design and including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etc, with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in beams cantilevers girders lintels sides and soffits of beams haunchings cantilevers bressumers and lintels upto all depths including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing form work with steel plates of 3.15mm (Three decimal one five millimeters) thick, welded with angle iron in frames of 30x30x5mm (Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering strutting and propping etcetera with wooden battens and ballies for all heights/depths of propping and centring below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in columns pillar posts and struts square rectangular polygonal in plan including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum comprassive strength of 20 N/mm square (Twenty Newton per square metre) with cement contents not less than 330 kg (Three hundred thirty kilogram) per cubic meter to give an smooth surfaces mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in foundation, footings, bases of columns and the like mass concrete including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and laying cement concrete work of grade M-20 (M- twenty) mix design to obtain the minimum compressive strength of 20N/mm square with cement contents not less than 330 kg (Three hundred thirty kilogram) per cubic meter, mechanically mixed and vibrated including curing complete, excluding cost of form work and reinforcement for reinforced concrete work in columns, pillars posts and struts for all floors heights including entire carriage of materials within all leads, lifts and other. incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing Tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete including cost of binding wires complete and other incidentals due for its completion for all floors, as per approved drawing, design including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Second class brick work using common burnt clay building bricks upto any floor level in cement mortar 1:6 (One cement: Six sand) as per approved drawing, design including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Second class half brick work using common burnt clay building bricks in super-structure upto all floor level in cement mortar 1:4 (One cement: four sand) including entire carriage of materials within all leads, lifts and other incidentals, as per approved drawing, design and as directed by the Engineer-in-Charge.

15mm (Fifteen milimetres) thick cement plaster in single coat on rough side of brick/concrete/stone walls for interior plastering upto all floor levels including arises internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) as per approved drawing, design including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

5mm thick cement plasters in single coat on fair side of brick/concrete/stone walls for interior plastering upto all floor level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 0mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (One cement: six sand) above plinth level to floor two level including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Steel work welded in built up sections, trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint in trusses and trussed purlins in buildings as per approved drawing, design including carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Providing and fixing 0.60mm (Zero decimal Six Zero milimetres) thick prepainted sheet Tata/Shakti or equivalent in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating to back coat of polyster of 10 (Ten) microns over 5 (Five) microns primer coating including fixing with prepainted iron J or L hooks,bolts and nuts 6mm (Six milimetres) diametres with prepainted limpet and rubber washers complete with all accessories as required including carriage of materials within all leads and lifts and other incidentals as per approved architectural drawing, design and specification as directed by the Engineer-in-Charge

Providing and laying 50mm (Fifty milimetres) thick cement concrete flooring 1:2:4 (One cement : Two sand : Four graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement within all leads, lifts of materials and other incidentals.

Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surfaces of all dirt, dust andother foreign matter enamel paint other than white complete including entire carriage of materials as per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.

Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.

Supplying and fixing aluminium wire mesh to wood or steel members in partiotions/shutters complete etcetera as per directed by the Engineer- Incharge, including carriage of materials within all leads, lifts and other incidentals

Parveen Kumar

Sanjay Kaistha

Bhag Singh