Providing LWSS to Lower Seola and its adjoining villages in GP Seola in Tehsil Sadar District Bilaspur (SH Construction of pump house C/o sump well 10000 litr capacity C/o over head main storage tank 30000 litr capacity C/o boundary wall with fencing

Amount

Cutting in earth work and disposal of excavated earth in all leads and lifts in pick work and to the entire satisfaction of the Engineer-in-charge.

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock, chiseling wedging out of rock where blasting in prohibited saturated soil including bailing / pumping out of water, stacking the excavated soil in all leads and lifts 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.

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 1:5:10 (1cement:5sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls, breast walls , the size of plum shall usually be 150 to 300mm as per HPPWD specification and to the entire satisfaction of the Engineer-in-charge.

Random rubber maosnry / polygonal ruble masonry (uncoursed brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrerte 1:6:12 (1cement:6sand: 12 graded stone agg. 20 mm nominal size at plinth level in cement mortar 1:6 (1cement: 6sand) within all leads and lifts complete in all respect

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 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 ballies, height of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete work in:-

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.

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

Foundation footings base of columns and the like and mass concrete 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.

Columns, pillar, posts and struts in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Beyond 4.00 mtrs

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.

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

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

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.

6mm cement plaster to ceiling inCM1:3 (1cement: 3sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

15 mm cement plaster in single coat of rough side of brick/Concrerete /stone walls for interior plastering up to floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth CM 1:6 (1cement: 6sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing wood panelled glazed or panelled and glazed shutters for doors, windows and clear story windows including black enameled iron with necessary screws 40mm thick in all leads and lifts (2nd class deodar wood) and to the entire satisfaction of the Engineer-in-charge.

Applying priming coat over new wood and wood based surface after and including preparing the surface by thorughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

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

Distempering with dry distamper of approved brand and manufacture (two coats) and of required shade on undecoated wall surface to give an even shade over and including priming coat of whiting after thooughly brushing the surface free from mortar dropping and other foreign matter including preparing the surface even and sand papered smooth within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wallsurfaces (one coat) to give an even shade after thoroghly brushing the surface to remove all dirt and remains of loose powdered materials in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing anodized aluminium handles anodized transparent or dyed to required shade with necessary screw etc.complete.

Handle 125mm

Providing and fixing anosized aluminium tower bolts (Barrel type) anodized transpareent or dyed to required shade with necessary screw etc. complete 150x10mm.

Providing and fixing anodized aluminium sliding door bolts anodized transparent or dyed to required shade with necessary screw etc. complete 250x16mm

Providing under layers for plinth protection 75mm thick (unconsolidated) bed dry brick/stone aggregate 40mm nominal size well rammed and consolidated grouted with fine sand including preparation of ground complete in all respect within all leads and lits.

Providing plinth protection 50mm thick iin cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 20mm nominal size) including entire carriage of material in all leads and lifts as per direction 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 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.

Providing and fixing MS fan clamp (type-1 of 16mm dia, M.S barbent 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 satisfaction of the Engineer-in-charge.

Providing 40mm thick cement concrete flooring 1:2:4 (1cement: 2sand: 4 graded stone 20 agg. Nominal size laid in one layer finished with floating coat of neat cement and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6 graded stone agg. 40mm nominal size) excluding the cost of centering & shuttering in foundation and plinth in all leads and lifts.

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 and reinforcement for reinforced concrete work in :-

Foundation footings base of columns and the like and 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.

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

Providing in RCC smooth finished of the exposed surface with cement mortar 1:3 (1cement: 3sand) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Steel work welded in built up section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars, ladders, railing brackets and similar works and to the entire satisfaction of the Engineer-in-charge.

Laying jointing and testing in trenches of various dia galvanized mild steel tube confirming to IS: 1239-Part-II with up to date amendments including tube fitting such as bends, tees, unions etc. complete and to the entire satisfaction of the Engineer-in-charge.

65mm dia

20mmdia

Providing and fixing CI sluice valve of Leader make of various 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).

100mm 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 laying cement concrete 1:1:2 (1Cement:1.sand:2 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Foundation footings base of columns and the like and mass concrete and to the entire satisfaction of the Engineer-in-charge.

Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level

(ii) floor two level to floor three level

Column, pillars, posts and struts upto floor two level iin all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Floor two level to floor three level

Floor three level to floor four level.

Floor four level to floor five level

Lintels,beams gorders bressumers & cantilevers upto floor two level

Floor two level to floor three level

Floor three level to floor four level

Arches upto floor two level:

Floor two level to floor three level

Floor three level to floor four level

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

Providing form work of ordinary timber plankings,so as to give a rough finish including centring,shutteirng, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two ceiling not exceeding 4 mtrs and removal of the samd for insitu reinforced concrete and plinan ( Arches below 6.00mtr span)

Beyond 4.00mtr height

Providing and fixing bends of required degrees made from parent tubes conforming to relevent codes fully flanged with MS flanges of table-5 confirming to IS: 6392-1971 complete in all respect within all leads and lifts

100mm dia

Providing and fixing of below items required for OHSR complete.

Lightening conductor.

Water measurement gauge

Vent pipe i/c CI cowl complete

Flanged bell mouth a/w puddle collars

Expansion joints

Structural designand drawing

Soil testing reprot for bearing capacity of soil

Providing fixing and manufacturing MS Gate made of MS flat 50mmx6mm 2.50x1.50 mtrs in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing fixing and manufacrturing fencing panel made of MS conducit pipe 32mm dia 1.80x1.20 mtr with wire mesh 10 way90x30mm and to the enitr esatisfaction of the Engineer-in-charge.

White washing with lime on undecorated wall surfaces two coat to give and even shade including thorughly brooming the surface to remove all dirt, dust mortor and other foreign matter.

Providing weepholes in brick maosnry / stone masonry plain reinforced concrete, abutment, wing wall, return wallwith 100mm dia PVC pipe extending, through the full width of the structure with slops of 1 (V): 20 (H) towards drawing face complete in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Back filling behind abutment, wing wall, return walland retaining/ breast walls with granular material complete and to the entire satisfaction of the Engineer-in-charge.

Saurabh Thakur

M/S THAKUR ELECTRICAL & HARDWARE STORE