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| 1 | E/W in excavation in foundation ordinary soil 1.5mlift & 50m. lead including all complete. S.I. No. 251 |
| 2 | P/L C.C. 1:5:10 cement fine sand mortar & 40mmgauge brick ballast as directed by E/I. S.I. No. 274 |
| 3 | First class B/W in 1:4 cement & coarse sand mortar in foundation & plinth etc. completed as directed by E/I. S.I. No. 305(b) |
| 4 | 12mm thick plaster with cement mortar in 1:4 cement and fine sand etc. all complete as per S.1.No. 584 |
| 5 | R.C.C. slab in 1:2:4 cement, coarse sand & appd.Stone grit all comp. as directed by E/I. S.I. No. 283 |
| 6 | M/S or iron plain for R.C.C. work etc. all comp. S.I. No. 504 |
| 7 | 2.5 cm. (1\\") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm graded approved stone laid in panels fimshed with 3 mm (1/8\\") flooring coat of neat cement or cement and marble dust in 5:1 asspecified over & including 8 cm (3\\") thick base concrete consisting of cement, local sand and brick ballast 4 cm (1.5\\") gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc required for proper completion of the work. (a) As in item no 600 above but without base concrete As per SOR no 601 |
| 8 | Boring / Drilling bore well of required dia for casing strainer pipe by suitable method prescribed in IS 2800 (Part-1) including collecting samples from different strata preparing and submitting strata chart / bore log including hire & running charges of all equipment tools plants &machineries required for the job all completion.as per direction of E/l.upto 90 mtr depth below ground level DSR No 23.1.1.1, For 300mm Dia |
| 9 | Supply and assembling lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia conforming to IS: 12818 including required hire and labour charges fittings & accessories etc. all complete for all depths as per direction of Engincer -in-charge 150 mm nominal size dia Item No 23.3.2, For 150 mm Dia |
| 10 | Supply and assembling lowering and fixing in verticle position in bore well unplasticized PVC medium well screen (RMS) pipe with ribs conforming to IS 12818 Including hire & labour charges fitting & accessories etc all completion.for all depth as per direction of E/A.upto 90 mtr depth below ground level 150 mm Dia Item No 23.4.2 150 mm Dia |
| 11 | Gravel packing in tubewell construction Inaccordance with IS 4097 including orovindinggravel fine/medium/coarse in required grading &sizes as per actual requirment all completion as perdirection ofEA.. DSR No-23.8 |
| 12 | Supply and filling spreading & leveling Pebbles ofsire range 5mm to 10mm in recharge pit in therequired thickness for all leads & lifts allcompletion for all depth as per direction ofEI DSR No 236 |
| 13 | Sunply and filling spreading & leveling Brickbst boulders of size range 5 Cm to 20Cm inrecharge pit in the required thickness for all leads& lifts all completion.for all depth as per directionof E/I.. DSR No. 23.5 for Filtter Chamber |
| 14 | Supply and filling spreading & leveling coarsesand of size range 1.5 mm to 2.0 mm in rechargepit in the required thickness for all leads & lifts allcompletion as per direction of E/I.. DSR No. 23.7Filtter Chamber |
| 15 | Supply and fixing of 150 mm dia PVC pipe 6.0kg/cm2 heavy quality including all type of materiallabour T&P etc. complete for proper completion ofthe wrok. item No. 12.41.2 |
| 16 | Providing and fixing unplasticised -PVC pipe clipsof approved design to unplasticised - PVC rainwater pipes by means of 50x50x50 mm hard woodplugs screwed with M.S. screws of required lengthincluding cutting brick work and fixing in cementmortar 1:4 (1 cement: 4 coarse sand) and makinggood the wall etc. complete. 110 mm ltem No12.43.2 |
| 17 | Providing and fixing M.S. clamp of required dia tothe top of casing/ housing pipe of tubewell as perIS: 2800 (part 1) including necessary bolts & nutsof required size complete. 150 mm clamp Item No23.14.2/ |
| 18 | Providing and fixing Bail plug/ Bottom plug ofrequired dia to the bottom of pipe assembly oftubewell as per IS:2800 (part I). 150 mm dia ItenNo-23.15.2 |
| 19 | Dismentaling of brick work with cement mortaretc. all complete. |
| 20 | E/W in excavation in foundation ordinary soil 1.5mlift & 50m. lead including all complete. S.I. No.251 |
| 21 | P/L C.C. 1:5:10 cement fine sand mortar & 40mmgauge brick ballast as directed by E/I. S.I. No. 274 |
| 22 | First class BW in 1:4 cement & coarse sandmortar in foundation & plinth etc. completed asted by E/Л. S.1. No. 305(b) |
| 23 | 12mm thick plaster with cement mortar in 1:4cement and fine sand etc. all complete as per SLNo. 584 |
| 24 | PL of C.C. in 1:2:4 cement & coarse sand mortar& appd. Stone grit etc. all comp as directed by E/lS.1. No. 279(b) |
| 25 | R.C.C. slab in 1:2:4 cement, coarse sand & appdStone grit all comp as directed by E/I. S.L. No. 283 |
| 26 | M/S or iron plain for R.C.C. work etc, all comp.S.1. No. 504 |
| 27 | Providing corrugated G.S. sheet roofing includingvertical/curved surface fixed with polymer coatedJ or L hooks. bolts and nuts 8 mm diameter withbitumen and G.1. limpet washers or with G.l. limpetwashers filled with white lead, including a coat ofapproved steel primer and two coats of approvedpaint on overlapping of sheets complete (up to anypitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trussesand including cutting to size and shape whereverrequired 1.00 mm thick with zine coating not lessthan 275 gm/m2 including all complete. |
| 28 | Mild steel or iron in heavy size for Gate etc. allcomplete. Please Enable Macros to View BoQ information |
