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| 1 | Earth work in excavation in foundation trenches in all sorts of soil (including mixed soil but excluding late rite and sand stone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete. |
| 2 | Earth work in filling in foundation trenches or plinth with earth. in layer not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be on basis of measurement of finished quantity of work.)(a) with earth obtainedfrom excavation of foundation |
| 3 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to Proper level and filling joints with local sand. |
| 4 | Cement Concrete with graded stone (30 mm size) excluding shuttering1:3:6 |
| 5 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. |
| 6 | Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor)25 mm to 30 mm th. Wooden shuttering as per decision & direction of Engineer-in-Charge. |
| 7 | 125 mm th. brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 8 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or bothfaces of M.S./ W.I. gate etc. with point welding at not more than150mm apart complete in all respect as per design including cost ofall labour and materials. |
| 9 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(B) WallWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m Coloured decorative |
| 10 | Plaster (to wall, floor, celling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] |
| 11 | Neat cement punning about 1.50 mm. th. in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu. M. per 100 sq. m. |
| 12 | Applying decoretive cement based paint of approved quality after preparing the surface including scraping the same throughly (plastered or concrete surface) as per manufacturer's specification. |
| 13 | Polythene Bib Cock / Stop Cock (HD) with metal inlet (EMCO /ATLAS or equivalent) 15 mm |
| 14 | Labour for hoisting plastic water storage tank.(ii) Above 1500 litre upto 5000 litre capacity. (a) Upto 1st story from G.L |
| 15 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. (a) For Exposed Work (ii) CPVC Pipes Class-2,SDR-13.5 From Storage Tank to Stand Post 15mm dia. |
| 16 | 25mm dia. |
| 17 | Module Mounting Structure:Supply, transportation & Installation of GI manual tracking/Fixed structure made of MS Hollow Section, Pipes, Plates, angles etc as per IS4923, IS:1161/1239, IS:1079/2062, to hold min 300Wp SPV Module as per drawing and technical specification. The steel structure is to be protected with minimum 80 micron galvanization (hot dip) and provided with fixed arrangement of dual axis manual tracking arrangement for three times in a day and seasonal lilting to face the sun optimally. |
| 18 | Cleaning and washing of modules |
| 19 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-inCharge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 20 | GST 18 % |
| 21 | Cess 1 % Please Enable Macros to View BoQ information |
