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| 1 | Earth work exception for foundation in all solids and sub-solids to full depth as may be directed except in hard rock requiring blasting but inclusive shoring, structing and baling out water wherever necessary and filling the sides of foundation with excavated earth in layer of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by the department officers with initial lead and lifts etc. including leaving the sites complete complying with standard specifications etc complete. |
| 2 | Plain cement cement 1:4:8 mix (one part of cement four part of crushed stone (M.Sand) and eight part of aggregat )using 40 mm sizeISS Gauge HBG Metal including cost and conveyance of all materialsto the work site including all labour charges for mixing,laying,ramming,consolidation and curing etc., complete as per standard specifications. |
| 3 | Supplying and erecting in the position of centering for sides and soffits including necessary supports and strutting upto 3.00 mhigh for plain surfaces with all cross bracings using mild steel sheet of 90 mm x 60 cm and or suitable size stiffened with welded-mild steel angle of size 2mmx25mmx3 mm for boarding laid over silver oak (country wood) joists of size 10 x cmx 6.5 cm spaced at about 90 cm centre to centre and supported by casurina props 10 mm to 13 cm dia spaced at about 75 cm center to center etc. complete complying with standard specifications and as directed the departmental officers.GRADE BEAM |
| 4 | Supplying, Fabricating and placing in position mild steel or deformed steel bars for all reinforced cement concrete items of work including cost of steel transporting straightening cutting, bending, cranking binding welding etc.Including cost of binding wire MS.chairs laps to fix the reinforcement in all positions, all labour and materials complete complying with standard specifications and drawings and as directed by the departmental Engineers. |
| 5 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers |
| 6 | Providing and laying Well Gravel to the specified thick including cost and conveyance ofWellgravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH |
| 7 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. |
| 8 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best Fly Ash Brick of size9 ” x 4 3/8 “x 2 3/4 ”from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications |
| 9 | Plastering with cement mortar 1:5 (one cement and five sand) 12mm thick in all floors including cost and conveyance of all other labour and material charges to site and curing etc., complete complying with standard specification and as directed. |
| 10 | Floor finishing with fully Vitifiedtilles using best quality offully vitifiedtiles of size 60cm x 60cm x 6mm over the baseplastering cement mortar 1:3 mix, 20mm thick pointing with using white cement 4kg/10sq.mt. inculing cost andconveyance of all materials and all labour charges. Etc. complete. |
| 11 | Supplying and fixing of M.S. \" L \"ANGLES ofapproved design fortruss using necessary mild steel flats for inner and outermembers which should be fixed to\"truss\" inclusive of priming coat of best approved quality red oxide primer etc., complete complying with standard specifications. |
| 12 | Supply, Delivery and fixing of best approved quality of corrugated Galvanised Sheet with 0.47 mm thick confirm to IS code with J Bolt nuts, Bitumen Washer including cost and conveyance of all materials and labour charges etc., complete as per standard specifications. |
| 13 | Supply and fixing of single box type 4’40W flu. Fitting complete with tube copper choke and condenser with TWround blocks on wall orceiling with flu tube with PVC unsheathed copperleads from terminal to the fitting(SD. 88). |
| 14 | Wiring with 2 x 1.5 sq.mm (22/0.3) PVC insulated unsheathed SC Cu. Conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with TW switch box and 5 A.F.T. switch in flush with wall with 3mm thick hylum sheet cover for making good of the concealed portion with suitable colour for PVC open light point / fan point (for electronic regulator) (SD. 20). |
| 15 | Solid PVC Door Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter including cost and conveyance of all other labour and material charges to site etc., complete. |
| 16 | Supply and Fixing of 15mm thick Bitumen Pad including cost and conveyance of all materials to site and all labour charges etc., complete as per stand specification. |
| 17 | Supply and fixing of Customized Hydraulic Trolley with Heavy duty Long Length Arms to loading the body into Chamber with Angle Rails, Guide wheel assembly, channel sturcture for guid wheel roller & structure set up with foundation work including cost ad conveyance of all materials to site and all labour charges etc., complete as per standard specifications. |
| 18 | Supply and fixing of 2000 Litre Capasity HDPE water tank (ISI) including cost and conveyance of all other labour and material charges etc., complete as per standard specifications. |
| 19 | Painting the walls with two coats over one coat ofpriming with best Emulsion paint ofapproved colour andquality includingpreparation ofsurfaceandfinishing neatly etc., complete complying with standard specification and as directed by the department officers etc., complete complying with standard specifications. |
| 20 | Painting two coat for old iron works ushing best synthetic enamal paint of approved branded quality of paintover existing primer coat, etc., complete complying with standard specification (The paint should be got approved by the departmental officers before use on works). |
