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| 1 | Earth work in excv. By manual means in trenches for foundation ,drain ,pipes ,cable etc.not exceeding 1.5m in width and for shsfts wells cesspis and the like not exceeding as 10 sqm. On plan, including drssing of sides and ramming of bottoms lift upto 1.5m including getting out excavated earth and disposal surplus of excvtd. Earth as directed within leads of 50 meters engineer in -charge. all kinds of soils) |
| 2 | Ordinary Rock |
| 3 | Hard Rock |
| 4 | Providing /laying and fixing G.I /M.S Flanged pipes complete including cost of pipes and fitting 32mm dia |
| 5 | Providing and fixing G.I pipes complete with G.I fitting including trenching and refilling etc.(external work )80mm dia |
| 6 | 25mm dia |
| 7 | 15mm dia |
| 8 | Design supply and installation testing and commissioning of 3HP dual solar submersible pump (Grundfosor equivalent parameter specification and properties )discharge of 2-5LPM and hgead of 96mtr.Nominal operating cell temperature (NOCT :45+/-20C)Temperature co-efficent at NOCT(-0.286 to 0-4),Maximum power at NOCT,Maximum power at STC ,PERFORMANCE RATION (79%TO 82%)modual efficient (21or more )reuired system peak output power (with modual orientation -south )400wp or above ,capacity per modual ,type of modual (Nano perc )number of cell in each modual (as per provide )certification standard compliance as per specification )Number of modual (as per provider )IP rating for modual (IP67) Weight (kg)and size (LXHXWmm )of each modual (as per provider)IP rating for VFD AND DB(IP54with additional enclouser /IP 65)solar cellmaterial (mono perc )percentage in performance as per provder )minimum ower generation (--)KWH/sq.M/Dy,product warrenty (vendor to declare )PV modual (minimum 12years)VFD (minimum 2years)installation warranty minimum 2years )system performance gurantee (minimum till break even )RIO/Beak even (year )TCOin INR (20year )indicate ''-ve ''for benefits )DP (years )Note :vendor shall be responsible for solar power generation ,solar PV modules ,stainless steel solar submersible pump and motor ,motor controlar GI mounting structure set ,DC cable as persite requirment cable AC as per site requirmentsafety rope as per diameter of pump ,chain pulley of 1ton capacity .The job also include any other civil /mech item required to make the system functional. |
| 9 | Earth work in excv. By manual means over areas excd.30cm &up to 5m in depth 1.5m in width as well as 10sqm on plan,disposal of excavated earth upto 1m ,disposed earth to be levelled &neatly dressed (all kind of soil) |
| 10 | Ordinary Rock |
| 11 | Hard Rock |
| 12 | Providing and laying of stone boulder (dully hand packed )including watering dressing and ramming with all carriages loading unloading and stacking etc.complete |
| 13 | Providing and laying in position cement concrete of specified grade excld.The cost of centring shuttering all work upto plinth level 1:4:8 coarse sand 40mm nominal size crushed stone agg. |
| 14 | Providing and placing on (at all floor levels )polyethylene water storage tank ISI :12701 marked with cover suitable locking arrangement and making necessary holes for inlet ,outlet and overflow pipes but without fitting and the base support for tank |
| 15 | Random rubble masonary wih hard stones from quarry in foundation &plinth incld.levelling up with cement concrete 1:6:12 20mm n/s stone agg at plinth level with 1:6 cement mortar using coarse sand |
| 16 | Filling available excv.earth (excld.Rock)in trenches plinth sides of foundation etc.layer not excd.20cm in depth consolidating each deposited layer by raming and watering lead 50m and lift upto 1.5mtr |
| 17 | Pumping out water caused by spring ,tidal or river seepage ,broken water mains or drains and the like. |
| 18 | Carriage of materials by mech .transport ,from source to site of work stone agg. From for an avg .lead of 20km |
| 19 | Sand from for an avg. lead of 20km |
| 20 | cement from leh for an avg lead of 185km |
| 21 | Stone from for an avg leads of 5km |
| 22 | Extra carriage of material from dumping site to actual work site by manual labour GI pipe from for an avg lead of 3.5km cement for average lead of |
| 23 | Sand and 20mm agg.for average lead of |
| 24 | 40mm Aggregate for average lead of |
| 25 | GI pipe 32mm dia ,GI pipe 80mm dia GI pipe 25mm dia GI pipe 15mm dia with cement primer Please Enable Macros to View BoQ information |
