Construction Of 12X44 Apf Covered , Approach Road Surrounding 12X44 Apf At Grain Market And Contt Of Soccer Drain , U Type Drain , 4 No Culvert At F And V Market And M And R 40 No C Type Shop , Canteen Painting And White Washing Work At F And V M
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Project Description
Construction Of 12X44 Apf Covered , Approach Road Surrounding 12X44 Apf At Grain Market And Contt Of Soccer Drain , U Type Drain , 4 No Culvert At F And V Market And M And R 40 No C Type Shop , Canteen Painting And White Washing Work At F And V Market And Re
BOQ
| Name of Work : Const of 12x44 APF (coverd) , Approch road surrounding 12x44 APF at grain market & contt of soccer drain , U type drain , 4 No culvert at F/V market & M/R 40 No C type shop, canteen painting and white washing work at F/V market and replacing of sheets at 12x44 mt covered APF , interlocking work in front of kishan sewa kendra, toilet block , gowdown and left hand side of shop No 2 and mantinece repair of 12 No A type , 22 No B type, 126 C type , boundry wall, bank , generator room police chowaki way brige chack post canteen and 2 no godwon and white wasing and painting work at Garin market at NMY Jahanagirabad | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | S/F of R.S.J size 200x100 mm wt. per Rm 25.40 kg fixing in position as per side including wastage cartage supply of completion of the work. | BI01010001010000000000000515BI0100001115 | 24.55 | Qtl |
| 2 | 2 | M.S work in haevy size such as trusses builtup gates record racks roof work gate including rivetting or weilding where nessary S.I. No. 504 | 0.34 | Qtl | |
| 3 | 3 | Supply and fabrication of tubler trusses carting at site of work and fixing the same over RSJ including drilling holes and fixing including supply of all bolt and nuts westage labour T&P required for completion of the work. S.I. No. 512 | 8.79 | MT | |
| 4 | 4 | M.S. Iron work in small size and section such as holding down bolts, hold fast tierods gratings etc. wrought to required form including supply of steel bolts nuts, hinges etc. and their work. S.I. 502 | 21.8 | Qtl | |
| 5 | 5 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. S.i. No 504\n\n\n | 102.7 | Qtl | |
| 6 | 6 | Provided and fixing of precoated galvanised iron profile sheets (size ,shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 gm. Per sqm. As per IS:277,in 240 mpa steel grade,5-7 microns epoxy primer on both sides of sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 mtr. or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm.)with EPDM seal,complete upto any pitch in horizontal/vertical or curved surface,excluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required.( DSR 12.50) | 753.5 | Sqm | |
| 7 | 7 | Provided and fixing precoted galvanised steel sheet proofing accessories 0.50mm(+0.05%) Total coated thickness, zinc coated 120gm Per Sqm as per IS:277, in 240 mpa Steel grade, 5-7 Micrones epoxy primer on both side of the sheet and polyster top coat 15-18 microns using slef drilling/ self tapping screws complte.(DSR-12.51.1) | 44.2 | Rm | |
| 8 | 8 | Painting or varnishing work in smal are3as or new wood work withone coat (upto one square metre) ready mixed priming paint and 2 coat of superior quality ready mixed paint or varnish including supply of all materials. Labour tools & plants etc required for proper completion of the work paint to be used should confirm the ISI no 641+642 | 491.92 | Sqm | |
| 9 | 9 | Excavation in foundation in ordinary soil including lead upto 30 meter and lift upto 1.5 meter and including of excavated earth in to the trenches or in to the sapce of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer -in - charge upto a distance of 30 M. from the foundation trenches. S.I. No 251 (a) | 1139.32 | Cum | |
| 10 | 10 | Concrete with 4 cm. Gauge brick ballast fine sand and cement in proportion of 12:6:1 in foundation and under floor and including supply of II material labour and T&P etc required for proper completion of the work. S.I. no 273 | 294.87 | Cum | |
| 11 | 11 | R.C.C. Work with cement,coarse sand and approved stone grit in 1:2:4 in Proportion of 1:2:4 in Raft Foundation and Footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra. (S.I.No-287) | 37.1 | Cum | |
| 12 | 12 | M-150 Brick work in 1:6 cement & coarse sand in foundation and plinth including supply of all materials labour tools & plants etc. required for completion of the work . (S.I. No 305 a) | 29.56 | Cum | |
| 13 | 13 | M-150 Brick work in 1:4 cement & coarse sand in foundation and plinth including supply of all materials labour tools & plants etc. required for completion of the work . | 46.85 | Cum | |
| 14 | 14 | R.C.C. Work with cement,coarse sand and approved stone grit in 1:2:4 in Proportion of 1:2:4 in lintel excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra. (S.I.No-283) | 13.98 | Cum | |
| 15 | 15 | Cement concrete with 2cm gauge approved stone ballast coarse sand & cement in the proportion of 4:2:1 including supply of all materinal labour tools &plants etc required for proper completion of the work SI No 279a | 105.29 | Cum | |
| 16 | 16 | 12 mm thick plaster with cement and c/ sand of 1:4 over brick work minimum thickness not to be less than 1cm including supply of all materials labour tools & plants etc required for proper completion of the work. Si no 584 | 1160.23 | Cum | |
| 17 | 17 | Finishing wall with 3 coat of weather coat ( Asian of Berger Brand) on new wall to give an even shade including supply of all materials labour tools & plant etc required for proper completion of the work si no 660 new item | 12178.8 | Cum | |
| 18 | 18 | Mechanically compected to achiev 95% proctors density including arrangement of water, sattlement and all T&P charges including roller and its fuel charge. S.I. No- 260 | 203.56 | Cum | |
| 19 | 19 | Supply & collection of 45-63 mm gauge stone ballast including cost of metirial loading unloading stacking and cartage up to site of work also including all taxes etc. | 252.42 | Cum | |
| 20 | 20 | Supply & collection of 22.4-53 mm gauge stone ballast including cost of metirial loading unloading stacking and cartage up to site of work also including all taxes etc. | 252.42 | Cum | |
| 21 | 21 | Supply & collection of stone dust for consolidation of inter & Top coat of stone ballast. | 100.97 | Cum | |
| 22 | 22 | Consolidation of 45-63 mm gauge stone ballast by road roller including fuel chrge and cartage of water with in 200 M diatance and binding etc complete. New Item S.I No. 755 D | 252.42 | Cum | |
| 23 | 23 | Consolidation of 22.4-53 mm gauge stone ballast by road roller including fuel chrge and cartage of water with in 200 M diatance and binding etc complete. New Item S.I No. 755 D | 252.42 | Cum | |
| 24 | 24 | Construction of un-reinforced, dowl jointed at exppansion and construction joint only plan cement concrete pavement, thickness as per design, over a prepared sub base with 43 gread cement or any other type as per clause 1501.2.2 M 30 ( Grade ) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work ( stel channel , laying and fixing of 125 micron thick polythene film, wedges,, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finising in continuous operation including provision of contraction and expansion, construction joints, applying debonding stips rrimer, sealant, dowel bars, near approaches to bridge/culvert and construction, joints andmixtures as approved curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & concrete etc. S.I. No. 20.18 New Item (a) | 387.18 | Cum | |
| 25 | 25 | Supply and laying of 125 micron thick polythene sheet.S.I.No-32 | 1149.2 | Sqm | |
| 26 | 26 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre(200 feet) S.I.No-694 | 4.8 | Cum | |
| 27 | 27 | R.C.C. Work with cement,coarse sand and approved stone grit in 1:2:4 in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra. (S.I.No-287) | 8.96 | Cum | |
| 28 | 28 | Dismantling existing plaster including disposal of refusr as directed by Engieer-in-charge (S.I.No-284) | 1059.79 | Sqm | |
| 29 | 29 | Painting or varnishing work in small areas or previously painted old wood or iron work with two coat including its sand papering , rubbing and cleaning for proper complition of the work also including supply of all materials. Labour tools & plants etc required (S.I.No-643+643) | 3805.51 | Sqm | |
| 30 | 30 | Supply and fixing of 6mm thick A.C sheet roofing everest, charinar in position including fixing of J hooks with bitumin washer and also including materials, labour T&P etc requried for proper complition of the work. S.I. No. 541 | 148 | Sqm | |
| 31 | 31 | Dismantling of brick on edge soiling including proper sracking of material and disposed of unnecessary material with in lead og 5 mt as per direction of engineer in charge New item page 49 | 367.5 | Sqm | |
| 32 | 32 | Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre(200 feet).S.I. No. 708 | 11581.2 | Sqm | |
| 33 | 33 | Removing paint or varnishing with paint remover or with caustic soda,including supply of all materials,labour and T&Petc. Required for proper complition of the work..S.I. No. 657 | 593.39 | Sqm | |
| 34 | 34 | Supply and laying 80mm thick grey/ordinary red I shaped mechanially compressed rubber moulded interlocking cement concrete paver block manufactured by high pressure and controlled vibration machine having plan dimension 200 x (160+120)mm with minimum 5mm thick toping of O.P. cement mixed with 25% marble powder. The compressive strength of the block shall not be less than 30 MPa & 4.5kg/no including leveling dressing of surface to required level and slope, filling joints with local sand laying 5.0cm thick base local sand & etc. required for proper completion of the work. SI. No. New item 20.36 | 1621 | Sqm | |
| 35 | 35 | Brick soling with straight over brunt bricks laid on edge and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm. (3/8\") depth of local earth over the entire suface and including labour T&P etc required for proper complection of the work. S.I. No. 786 | 91 | Sqm |
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