Retrofitting and source level augmentation of various left out habitations under JJM 3rd phase of Jal Shakti sub-Division Swarghat and Bassi in Tehsil Sh. Naina Devi Ji District Bilaspur. JSV Sub-Division Swarghat (SH Demolition of old pump house, C

Amount

Demolition below G.L 1.50 mtrs depth incuding stacknig of servicebale materials and disposal of unserviceable matrials within 20 mtrs lead and including and to the entire satisfaction of the Engineer-in-charge.

Demolition below G.L upto 1.50 mtrs depth including stacking of serviceable materials and idpsosal of unserviceable materials within 20 mtrs lead and including cutting the necessary reinforcement and separating from RCC/R.B and to the entire satisfaction of the Engineer-in-charge.

Demolition above G.L upto floor two level including disposal of unserviceable matrials within 20 mtrs lead and including cutting the necessary reinforcement and separating out from RCC / RB work and to the entire satisfaction of the Engineer-in-charge.

Demolition of stone masonry above G.L upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 20 mtrs lead. Dressed stone in cement mortar and to the entire satisfaction of the Engineer-in-charge.

Extra removing mortar from and cleaning stones and concrete articles including removal of rubbishwith 20 mtrs lead in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Dismentalling wood work, wrought framed and fixed in frames other frames and trusses of span upto 10 mtrs and height between ridge and floor level upto 5 mtrs including stacking the serviceable materials and disposal of unserviceable materials within 20 mtrs lead in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Excavation in foundation and trenches (for pipe and pits) in all kinds of soil such as pick jumper work, including saturated soil stacking the excavated soil with all leads and lifts and clear from the edge of excavation and then returning the stacked soil in 15cm layers, 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 within all leads and lifts including dressing of beds and sides and preparation of un metal led /metal led/ paved surfaces to its original conditions including shoring, strutting, timbering and dewatering whenever is required. Providing diversions for traffic, night signals fixing caution board crossing over trenches for access to houses complete in all respect and to the entire satisfaction of the Engineer-in-charge Pick and jumper work.

Providing and laying cement mortar 1:6:12 (1cement: 6sand: 12 graded stone aggregate 40mm nominal size) excluding the cost of centering and shuttering in foundation and plinth and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) excluding the cost ofcentering & shuttering in foundation and plinth in all leads and lifts.

Random rubble masonary / polygonal rubble masonry ( un coursed brought to courses) with hard stones of approved quality in foundation and plinth includinglvelling up with cement concrete 1:6:12 (1cement: 6sand:12 graded stone agg.20mm nominal size) at plinth level in cement mortar 1:6 (1cement: 6sand) within all leads and lifts complete in all respect

Providing and laying cement concrete 1:2:4 (1cement: 2sand: 4 graded stone agg. 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinfrced concrete workin:-

Foundations,footings,bases of columns and the like and mass concrete within all lead and lifts and to the entire satisfaction of the Engineer-in-charge

Brick work using common burnt clay building bricks 2nd class in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement: 6sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamp lock jamb bead and if required angle threshold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with splita and tails to each jamp including steel butt hinges 2.5mm thick with guards, lock strike plate and shock as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by the Engineer-in-charge. Profile-A

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear store 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all l eads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws 2nd class deodar wood 40mm thick including carriage of material in all leads & lifts.ist class deodar wood and to the entire satisfaction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in

Foundation,footing, bases of columns and the like mass concrete and to the entire satisfaction of the Engineer-in-charge.

Flat surfaces such as soffits of suspended floor landings and the like up to 200mm thickness and to the entire satisfaction of the Engineer-in-charge.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.

Beams, cantilevers, girders and lintels sides and soffits of beams, hunching, cantilevers, bressumers and lintels not exceeding1.00 mtr in depth in all heights from floor.

Edges of slab and breaks in floor and walls under floor 20cm wide in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth and to the entire satisfaction of the Engineer-in-charge.

Suspended floor roofs landing shelves and their supports balconies, beams girders bressumers and cantilevers up to floor two level.

Foundation,footing, bases of columns and the like mass concrete and to the entire satisfaction of the Engineer-in-charge.

Wall any thickness but not less than 0.1mtr thickness attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level and to the entire satisfaction of the Engineer-in-charge.

Providing tor steel reinforcement for RCC work including bending binding and placing in position complete in all depths and heights and to the entire satisfaction of the Engineer-in-charge.

Half brick masonry in common burnt clay building bricks in cement mortar 1:4 (1cement: 4sand) extra half brick masonry in super structure for above plinth level uptofloor two level and to the entire satisfaction of the Engineer-in-charge.

Pointing on brick work with cement mortar in 1:3 (1cement: 3sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

6mm cement plaster to ceiling cement mortar 1:3 (1cement: 3 sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

15mm cement plaster in single coat of rough side of brick/ concrete/ stone walls for interiorplastering in all depths and the height including arises internal rounded angles exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement: 6sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing MS grills of required pattern in wooden frames of windows etc. with MS flat square or round bars with rounded headed bolts and nuts or by screws complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Stone/ boulder filing behind the retaining wall also under floor and upstream of I/gallery under floor etc. in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Pre-cast terrazzo tile 20mm thick with marble chips of specified sizes lin skirting and risers of steps not exceeding 30cm in height on 10mm thick cement plaster 1:3 (1cement: 3sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complee with tile of GREY shades in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Constructing course rubble hammer dressed ‘U’ shape open surface drain with side wall,15x22cm in cement mortar 1:6 (1cement: 6sand) and inside plastering with cement plaster 1:3 (1cement: 3sand) incuding earth work and laying 10cm cement concrete in 1:5:10 (1cement:5 sand:10 graded stone agg.) of 40mm nominal size and 7.5cm cement concrete 1:2:4 (1cement:2sand: 4 graded stone agg. of 20mm nominal size and finished with a floating coat of neat cement concrete as per standard design.

Providing and fixing M.S fan clamp (type-I) of 16mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop all as per standard design complete in all leads and lifts and to the entire sartisfaction of the Engineer-in-charge

Distempering with dry distemper or approved brand and manufacture (two coats) and or required shade on undecorated wall surface to give an even shade over and including primer coat of whiting after, thoroughly brushing and surface free from mortar dropping and other foreign matter including preparing the surface even and sand papered smooth.

Finsihing wall with water proofing cement paint of approved brand and manufcture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thorughly brushing the surface and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing MS sliding door bolt 250x16mm

Providing and fixing MS tower bolt (a) 200x10mm

Providing and fixing MS tower bolt (a) 150x10mm

Providing and fixing MS handle 15mm

Providing and fixing MS hooks and yes 150mm

Painting two coats (excluding priming coat) on new wood and wood based surface with ready mixedpaint brushing the give an even shade including cleaning of alldirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone agg. 20mm nominal size) and to the entire satisfaction of the Engineer-in-charge.

Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works.

Laying, jointing & testing of GMS pipes, conforming to IS 1239/2001 Part-I srewed & socketed with fittings complete required as per actual site of work with in all leads and lifts and as per direction and entire satisfaction of Engineer-in Charge. ( Cost of earth work to be measured and paid separately )

150mm dia

65mm dia)

Providing and fixing CI sluice valve of Leader / Kartar/Bir make of 80mm dia (with hand wheel) as per IS: 780-1984 class-1 upto 300mm dia i/c brass spindle and as per 2906-1984 class-II for dia> 300mm) complete with bolts, nuts, rubber insertion etc. (the tail piece if required shall be measured and paid for separately).

150mm dia

65mm dia

Constructing chamber for sluice valve, with CI surface box 100mm top dia, 160mm bottom dia and 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1cement: 2saand: 4 graded stone agg. 20mm nominal size) 100mm thick foundation concrete 1:5;10 mix (1cement:5sand: 10 graded stone agg. 40mm nominal size) and inside plastering with cement mortar 1:3 (1cement: 3sand) finished with a floating coat of neat cement including curing complete.600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1cement: 2sand: 4 graded stone aggregate 20mm nominal size) complete with form work and reinforcement with 6mm bars at not exceeding 150mm centers both ways.

Supplying and fixing of manhole cover (size 680x680) with MS sheet 2.00mm thick with hinges on MS angle iron frame 35x35x3mm supporting with 40x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm including cost of welding charges, carriage fixing and applying priming coat and locking arrangement complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing barbed wire fencing around the civil structure in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Steel work in single sectons including cutting,hoisting fixing in postyion and applying a priming coat of led paint in RS joists, channels, angles tees, weight of angle 50x50x5mm (16x2.10m) and to the entrie satisfaction of the Engineer-in-charge.

Providing and fixing MS sheet 1mm thick Garriage door with frame i.e. 40x40x6mm angle iron 3.15mm thick sheet plate at junction and corner all necessary fitting complete including priming coat of lead paint in all leads and lifts and to the entire satisfacrtion of the Engineer-in-charge.

RATTAN LAL

prakash thakur