|
| 1 | B-1.8 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | P/ laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level 1:4:8 (1Cement : 4 Course Sand : 8 Graded stone agg. 40 mm nominal size (Crusher Broken) (B-3.1.6) |
| 3 | Providing and laying in position specified grade of reinforced cement concrete for all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size) (B-4.1.) |
| 4 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , .(B-20 / 4.9) |
| 5 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.Tremo Mechanically treated bars(Confirming of relevent IS Code) 4.13.3 |
| 6 | B-23/5.1.2 Brick work with common burnt clay F.P.S. bricks of class designation 7.5 in foundation and plinth in : cement mortar 1:6 (1 cement : 6 coarse sand ) with F.P.S ( Non modular ) Bricks. |
| 7 | B-12.3.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick |
| 8 | Structural steel work welded in single up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels.(B-92/9.1+9.1.1 |
| 9 | Cement concrete flooring grade 1:2:4 finished with a floating coat of neat cement including cement slurry , making lines or grooves etc complete but excluding the cost of nosing of steps etc. complete :.40 mm thick with 20 mm thick nominal size aggregate. ( B /11.3.1) |
| 10 | P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant110mm dia. (S-35/ 3.16.3) |
| 11 | surface dressing of ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50mtr and lift upto 1.5mtr all kind of soils |
| 12 | 1.2-1.3 Earth work in rough excavation (272-171=101) |
| 13 | road bsr 2019 R-1 1.1(11) add extra lead upto 5 km 92=257) |
| 14 | 1.25 filling available excavtaed earth (excluding rock) in trenches plinth side of foundation etc in layers not exceeding 20 cm in depth consolidating each deposted layer by ramming and watering including leadupto 50mtr and with all lift |
| 15 | 11.38.1(B) Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks: 1) Shape as defined by Engineer incharge 2) Tensile splitting strength and braking load as per BS 6717:2001 3) Color: Grey cement natural colour 4) Variation in dimension: Less than 1.6mm. 5) Variation in thickness: Less than 3.2mm 6) Abrasion: As per BS: 6717:2001 11.38.1(B) |
| 16 | Chapter G-3 , G-5 ,22 Stone aggregate (Single size) : 40 mm nominal Size R-1 1.1(13) Add extra for lead of 260 km(990+240+7*240=2081.50) |
| 17 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.:Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia.All kinds of soil 1.10.2 |
| 18 | Providing laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1;3 or having flexible rubber ring joint made with prefectly air and water tight inc. testing of joints as per morth specification clause 1000 & 2900 NP3 300mm dia R7-12.1.2 |
| 19 | Construction of chamber in all type of soil with 230 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 40mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 450X450 mm depth upto 0.5 M Cement concrete cover with frame. (S- 3.21.2-3.21.2.1)(2332-508) |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 12.46.1 |
| 21 | Providing glass strips in joints of terrazzo/cement concrete floor :40 mm wide and 4 mm thick.(B- /11.9.1) |
| 22 | P&F precast cement concrete M-20 Grade kerb 20+25/2x45 over 20 mm thick base of cement mortar 1:6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per Morth specification clause 1000 & 1700 PWD road bsr 2019 hanumangarh R-8 5 |
| 23 | Supply & Fixing 30mm thick ferro cementRCC cable trench covers up to span 1 200mm, C:C grade M-30 having outer frame of M S. flat 30x3 mm and reinforcement consisting of 6mm dia M.S. round bar both way at the spacing of 8 to 10 cm C/C as required to adjust the spacing welded with outer frame and binding with binding wire in middle with two layers of G.I. wire mesh 12mm shape of 24 gauge including proper quantities of concrete additional admixture like pl asticizer, bond improving compound etc. manufacture with vibro pressing system, 20% cover shall have lifting hooks of I0mm dia plain round bar to be fixed as directed.M.s flat/hooks exposed shall be painted with two coats of superior quality corrosion resistance paint. The above covers shall to fake for live load of 2000 kg/sqm and minimum ultimate load of 3000 kg/sqm under defection not exceeding L/25.(excluding GST and inclusive of transportation charges). |
| 24 | approved item rate by CE civil Labour charges forspreading of 20-63 mm nominal size hand/crusher broken stone aggregate in uniform layer of 100 mm thickness in yard any substation charged uncharged yard by manual/mechnical means as permitted by engineer in charge with due care of safety norms of substation complete in all respect Please Enable Macros to View BoQ information |
