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| 1 | Note :The unit rate quoted by the tenderer under Col No (13) of Sch `A’ (BOQ) unless specifically mentioned otherwise such as labour only/fixing only,for all items of works shall be deemed to be including cost of all materials, labour, tools and plants, testing and commissioning of work in position complete as required for entire completion of work. |
| 2 | Excavation in trenches in soft loose soil n. exc. 1.5m deep and n. exc. 1.5m in width and getting out including forming bottom surface to required slope/ gradient for laying cables/ pipes etc. , complete all as specified and directed by Engineer-in- Charge. Note: Excavation shall be done carefully to avoid damage of existing pipe line,cable and protection covers. |
| 3 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the pipe have been laid and tested, complete all as specified anddirected by Engineer-in-Charge. |
| 4 | Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified anddirected by Engineer-in-Charge. |
| 5 | Steel water tubing, 15 mm bore medium grade ISI Marked, galvanizedinclusive of all fittings such as nipple,bends, Tees, unions, elbows, reducers and sockets etc. laid in trenchesin and includingtaking up or down existing unservicable tubing including all fittings and connections, cleaning for re fixing or removal to store, complete all as specified and directed by Engineer-in-Charge.Note for item No.4 to 6: Fittings & specials as required shall be provided by the contractor. Contractor\"s rate shall be deemed to include the cost of fittings provided. |
| 6 | All as per item No 4 here in before butSteel water tubing of 20 mm bore,complete all as specified and directed by Engrineer-in-Charge. |
| 7 | All as per item No 4 here in before butSteel water tubing of 25 mm bore,complete all as specified and directed by Engrineer-in-Charge. |
| 8 | Cutting of existing 15 mm bore, ‘medium grade’, galvanized tubes, for alteration or additions (each cut measured) providing threads etc for taking out new connection by inserting of all fittings such as nipple,bends, Tees, unions, elbows, reducers and sockets etc, complete all as specified and directed by Engineer-in-Charge. Note for item No.7 to 9 : Excavation , earthwork & all fittings shall be measured & paid separately under appropriate item of this BOQ where ever required. |
| 9 | Cutting of existing 20 mm bore, ‘medium grade’, galvanized tubes, for alteration or additions (each cut measured) providing threads etc for taking out new connection by inserting of all fittings such as nipple,bends, Tees, unions, elbows, reducers and sockets etc, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Cutting of existing 25 mm bore, ‘medium grade’, galvanized tubes, for alteration or additions (each cut measured) providing threads etc for taking out new connection by inserting of all fittings such as nipple,bends, Tees, unions, elbows, reducers and sockets etc, complete all as specified and directed by Engineer-in-Charge. |
| 11 | Gun metal glove or gate valves, class-II ISI marked (IS:778) with iron wheel head, screwed both ends for iron pipe and fixed of size 15mm diain and including taking up or down old unservicable gate valve , complete all as specified anddirected by Engineer-in-ChargeNote for item No.10 to 12 : Excavation & earthwork shall be measured & paid separately under appropriate item of this BOQ where ever required. |
| 12 | All as per item No 10 here in before butof Gun metal glove or gate valves for 20 mm dia ,complete all as specified and directed by Engrineer-in-Charge. |
| 13 | All as per item No 10 here in before butof Gun metal glove or gate valves for 25 mm dia ,complete all as specified and directed by Engrineer-in-Charge. |
| 14 | Ball valve high pressure of PTMT with epoxy coated aluminium rod and highdensity plastic ball screwed for 20mm dia iron pipe and fixed (minimum wieght 20mm 210gms) and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 15 | GI tee suitable for 15mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 16 | GI tee suitable for 20 mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 17 | GI tee suitable for 25 mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 18 | GI union suitable for 15mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 19 | GI union suitable for 20mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 20 | GI union suitable for 25mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 21 | GI nipple 15mm bore 100mm long and fixed as in repair complete all as specified and directed by Engineer-in-Charge. |
| 22 | GI nipple 20mm bore 100mm long and fixed as in repair complete all as specified and directed by Engineer-in-Charge. |
| 23 | GI nipple 25mm bore 100mm long and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 24 | GI reducer of size 20/ 15mm bore and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 25 | GI reducer of size 25/ 20mm bore and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 26 | GI socket suitable for 15mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 27 | GI socket suitable for 20mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 28 | GI socket suitable for 25mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 29 | GI elbow suitable for 15mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 30 | GI elbow suitable for 20mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 31 | GI elbow suitable for 25mm bore pipe and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Straight plain brass ferrules heavy duty of 15mm bore (or connecting screw), screwed both ends and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 33 | Straight plain brass ferrules heavy duty of 20mm bore (or connecting screw), screwed both ends and fixed as in repair, complete all as specified and directed by Engineer-in-Charge. |
| 34 | PVC insulated, unsheathed copper conductor cable 16 Sqmm, 3 core, flat in shape fixed as in repair complete all as specified and directed. |
| 35 | Disconnecting all pipe and electric connections from motor with pump .75HP single phase 240 volt, dismantling and taking out the defective motor to suitable workshop and taking out the complete copper windings, cleaning of stator slots and rewinding with suitable size gauge super enamelled copper winding wire, varnishing, heating, replacement ofball bearings, re-assembling and fixing at site, reconnection of all pipe and electrical connections and testing, complete all as specified and directed by Engineer-in-Charge. |
| 36 | Plain cement concrete(1:3:6) type C-1 using 40 mm graded mechanically crushed stone aggregates as in mass concrete in making good to damaged portion of road/ hard standing in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish ,complete all as specified and directed by Engineer-in-Charge. |
| 37 | Note :Schedule of creditto be deducted on acceptances of bid.Details of Schedule of credit is given in tender documentse. |
