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| 1 | Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sidesand bed stacking the excavatted soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth , sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge. |
| 2 | Providing and laying cement concrete 1:1.5:3 (one cement :one and half sand : three graded crushed stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement in all leads and lifts in:- Walls any thickness but not less than 0.1 mtrs. thickness attached pillasters, plinths and string courses etc.from top of foundation level upto floor two level including all leads and lifts . |
| 3 | Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs. and removal of the same for in-situ reinforced concrete and plain concrete work including all leads and lifts. Vertical surface such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like |
| 4 | Boulder filling dry hand packed tightly under floors complete in all respect in all leads and lifts. |
| 5 | Providing and laying cement concrete 1:3:6(1cement :3 sand: 6graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 6 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in retaining wall/ breast wall complete in all respect and as Per direction and to the entire satisfaction of the Engineer-in-charge. |
| 7 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including all leads and lifts |
| 8 | Providing and fixing pressed steel door fames conforming to IS: 4351 manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle three hold of mild steel angle of sction 50X25mm, or baseties of 1.60 mm pressed mild steel welded orrigidly fixed together by mechanical means, including M.S pressed butt hinges 1.5mm thick with mortar guards, lock strike-plate and shock absobers as specified and applying a coat of approved steel primer after pre-treatment of the surgfaces directed by Engineer-in-charge. |
| 9 | Providing and fixing panneled glazed or panelled and glazed shutters for door, windows and clerestory windows, including black enamelled iron butt hinges with necessary screws 45mm thick 2nd class deodar wood. |
| 10 | Providing 40X3mm flat iron hold fast 40cm long i/c fixing to frame with 10mm dia nut & bolts and wooden plug and embaedding in CC block |
| 11 | Providing and fixing anodised MS sliding door bolts with bolts and nuts screws etc. complete in all respect. 250*16mm |
| 12 | Providing and fixing anodised MS tower bolts (barrel type) with screws etc. complete in all respect. 250*10mm |
| 13 | 200*10mm |
| 14 | Providing and fixing anodised MS handles with necessary screws etc. complete in all respect. 125mm |
| 15 | Providing & fixing oxidised M.S. hooks & eye 250 mm complete in all respect. |
| 16 | Finishing wall with weather proof exterior gade emusion of approved design (Apexultima) or its ewuivalent on undecorated wall surfaces (Two coats to give an even shade and final finish after throught cleaning the surface to revmove all dirt, dust and other foreign matter etc. including sand paper smooth complete. |
| 17 | Applying priming coat on new wood and wood based survaces after and including preparing the surface by thoroughly cleaning oil, greese, dirt and other foreign matters, snad papering and knotting ready mixed paint brushing wood primer pink. |
| 18 | Painting two coats (excluding priming coat) on new wood and wood based surfaces, with enamel paint to five an even shade including cleaning the surface fo dirt, dust and other foreign matters sand papering stopping with enamel paint other than white. |
| 19 | Painting two coats (excluding priming coat) on new steel and other metal surfaces, with enamel paint to five an even shade including cleaning the surface fo dirt, dust and other foreign matters sand papering stopping with enamel paint other than white. |
| 20 | Laying, jointing and testing in trenches to be leveled to grade IS marked GI pipe of with butt welding of folllowing dia as per IS: 1239-2001latest with uptodate ammendments), including jointing the pipes with butt welding at both the ends in minimum three layers to make the joint leakproof according to relvant BIS standards/approved specifications including manufacturing reducers/tapers, all short pieces and bends as per site requirement and made from parent tubes( to be measured and paid alongwith pipes). Bends shall be manufactured in such a way that no more than 11-1/4 degree deflection is caused by a single cut and internal dia is not reduced including hyudraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due to welding shall be providied with anticorrosive treatment by applying two coats of bituminous paint over priming coat as per AWWA specifications C-203-1978 (earth work to be meausred and paid for separately). 150mm dia (Medium) |
| 21 | Providing and fixing cast Iron double flanged sluice valve as per IS:14846/2000 latest with upto date ammendments of Kirloskar / Leader / KSB / Kartar / Pelican make of following diameter, PN-1 including MS Flanges Table - 17, confirming to IS: 6392-1971 or latest with upto date ammendments including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specifications as perescribed in relevant IS code i.e. IS: 816-1969 or latest as applicable with upto date ammendments with nuts, bolts, washers & specials etc. confirming to relevant IS code or latest with upto date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorrosive paints complete in all respect including all leads and lifts and as per entire satisfaction of the Engineer-in-charge. 150mm dia |
| 22 | 65 mm dia |
| 23 | 50 mm dia |
| 24 | Solar street light -15 watt complete semi intergrated type having solar luminary 15 W with inbuilt LPFO4 Battery 12.8 V 24 Ah, Solar panel 12V80WP, GI pole 75 mm 6 meter, MS Assembly, cabeling and Nut Bolts including cost of assembling & installation, civil work material cost and transporation charges. |
| 25 | Supplying and fixing of single door 8 way, single pole and neutral sheet steel (1803) MCB distribution board, 240 volts, on surface/recess, complete with tinned copper bus-bar, wire-set, neutral link, earth bar, din-bar, detachabel gland plate, blanking plate, cable, identification lables interconnections, phosphatized and powder painted, including earthing etc. as required:- |
| 26 | Earthing with GI earth pipe 4.5 meter ling and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but withrout charcoal or coke and salt) complete as required. |
| 27 | Extra for using slat and charcoal for pipe earth electrode complete as required. |
| 28 | Supplying and laying 6 SWG GI wire at 0.50 meter below ground level for earth electrode conductor, including soldering etc. as required. Please Enable Macros to View BoQ information |
