Tender For Provn Of Generator Set Of 82.5 Kva Capacity At Bn Hq, Samote Of 60 Rr, Provn Of Split Ac For Computer Station Server Room At Sila Grn And Provn Of Retaining Wall At Battalion Headquarter, Mahore Of 58 repair renovation Of Age Reasi Under
Tender Overview
Project Description
Tender for Provn Of Generator Set Of 82.5 Kva Capacity At Bn Hq, Samote Of 60 Rr, Provn Of Split Ac For Computer Station Server Room At Sila Grn And Provn Of Retaining Wall At Battalion Headquarter, Mahore Of 58 repair renovation Of Age Reasi Under Ge Nagrota
BOQ
| Sl. No. | Item Description |
| 1 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed. |
| 2 | Excavation in over area, exc 1.5 m deep but not exc. 3.0 mtr deep in any type of soil and getting out complete all as specified and directed |
| 3 | Excavation in over area, exc 3.0 m deep but not exc. 4.50 mtr deep in any type of soil and getting out complete all as specified and directed |
| 4 | Excavation in over area, exc 4.50m deep but not exc. 6.0 mtr deep in any type of soil and getting out complete all as specified and directed |
| 5 | Returning filling in incl spreading, leveling watering and well ramming in layers n. exc 25 cm thick complete all as speicified and directed. |
| 6 | Removing surplus soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 7 | M&L for Cement concrete in foundation filling and mass concrete type C2 1:3:6 (using 40mm graded crushed stone aggregate) complete all as specified and directed. |
| 8 | M&L for walling of random rubble stone masonry with harder stone such as grainite, basalt or trap uncoursed well bonded bedded and solidly hearted built in CM 1:4 complete all as specified and directed. (if PCC bond stones are used in lieu of stone bond stones the same shall be measured and paid separately).Note: Quantity of PCC bond stones shall be deducted from the quantity of stone masonary while measurement. |
| 9 | M&L for precast cement concrete type B1 (1:2:4) using 20mm stone aggregate as in bond stone in retaining wall, set in CM 1:4 complete with joints to match (PCC bond stone in lieu of Stone bond) complete all as specified and directed. |
| 10 | M&L for PVC pipe 110mm dia low density of pressure rating 10 Kg/Sqcm fixed to retaining wall as weep holes complete all as specified and directed. |
| 11 | M & L PCC 1:3:6 type C1 (20 mm graded crushed stone aggregate) as in coping/bed block and benching including weathering slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 12 | Extra over stone walling for hammer dressing with depression on face from straight edge held against the dressed surface n.exc 40mm to face stones and dressing of face beds and joints, as specified of random rubble walling with granite or trap stone uncoursed or brought upto courses complete all as specified and directed. |
| 13 | M&L for Raised pointing to random rubble walling uncoursed in CM (1:3) complete all as specified and directed. |
| 14 | M&L for Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. |
| 15 | Supply & Installation 82.5 kVA power Diesel Genset Liquid Cooled Diesel Generating Set with Cold Starting Capability Comprising of Liquid Cooled CRDi 4K1080ETA 4G1 (CPCB IV+ Norms compliance) developing BHP 110-115 @ 1500 RPM Directly coupled with 82.5 KVA Green Alternator rated at 3 Phase 415 Volts ,50 Hz 0.8 p.f. and both mounted and Aligned on Common Base Frame complete with inbuilt MS Fuel Tank, and fuel tank Capacity 165 litrs Residential Exhaust Silencer, AVM pads fitted on Base Frame 1 No's Battery of suitable capacity for 12 Volts & 180AH Operating System, RM (Remote Monitoring) and Along with AMF Standard Manual Panel with feature of Auto Start and Auto Stop and All testing including, RPM & Load etc. and all Connected Accessories complete all as specified and directed Notes:-Features & Warranty (I) 2 years or 5000 running hours from commissioning, which ever is earlier (II) Remote Monitoring free for 2 years. (III) Single point in- house manufacturing and assembling. |
| 16 | M&L for Earthing complete with galvanised Copper earth plate electrode of size 60cm×60cm.× 3.15 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level,surrounded on all sides by 150mm thick charcoal &common salt starting from ground below earth plate upto 150mm above GI plate inaltenate layers connected to galvanized Copper strip 20x3mm (8SWG) by means of nuts blts thembles chuck nuts washer of GI or steel PCC (concrete chamber of size 300mmx300mmx300mm inside dimention ) shall be PCC 1:3:6 type C-1 using 20mm grade stone aggregate with fair finish internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4 funnel with wire mesh of 22 gauge 80mm thick PCC pit cover 320mmx320mm of RCC 1:2:4 type B-1 using 20mm graded stone aggrgate reinforced with XPM JALLI pit all as shown in electrical plate No 3 of MES SSR part-1 (20090 as specified including provision of 40mm dia medium grade GI pipe for earth strip protecton and 20mm dia for watering complete all execavation and earth work &connecting the earthing test point/LT panel as specified and testing on completion for desired result complete all as specified and directed. |
| 17 | M&L for earthing complete with galvanized steel earth plate electrode of size 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25 meters below ground level) with top edge of earth plate not less than 1.5 meters below ground level surrounded on all sides by 150 mm thick charcoal & common salt starting from ground below earth plate upto 150mm above GI plate in alternate layers connected to galvanized earth strip 32x6 mm by means of nuts, bolts, thimbles, chuck nuts, washers of GI or steel, PCC (concrete chamber of size 300 mm x 300 mm x 300 mm inside dimension) shall be PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish , internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4, funnel with wire mesh of 22 gauge, 80 mm thick PCC pit cover 320 mm x 320 mm of RCC 1:2:4 type B-1 using 20 mm graded stone aggregate reinforced with XPM, JALLI pit all as shown in electrical plate No 5 of MES SSR Part-I (2009) as specified including provision of 40mm dia medium grade GI pipe for earth strip protection and 20 mm dia for watering complete , all excavation and earth work & connecting the earthing to an earthing test point /LT Panel as specified and testing on completion for desired result complete all as specified and directed. Please Enable Macros to View BoQ information |
| 18 | M&L for earthing complete with galvanized steel earth plate electrode of size 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25 meters below ground level) with top edge of earth plate not less than 1.5 meters below ground level surrounded on all sides by 150 mm thick charcoal & common salt starting from ground below earth plate upto 150mm above GI plate in alternate layers connected to galvanized earth strip 32x6 mm by means of nuts, bolts, thimbles, chuck nuts, washers of GI or steel, PCC (concrete chamber of size 300 mm x 300 mm x 300 mm inside dimension) shall be PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish , internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4, funnel with wire mesh of 22 gauge, 80 mm thick PCC pit cover 320 mm x 320 mm of RCC 1:2:4 type B-1 using 20 mm graded stone aggregate reinforced with XPM, JALLI pit all as shown in electrical plate No 5 of MES SSR Part-I (2009) as specified including provision of 40mm dia medium grade GI pipe for earth strip protection and 20 mm dia for watering complete , all excavation and earth work & connecting the earthing to an earthing test point /LT Panel as specified and testing on completion for desired result complete all as specified and directed. Please Enable Macros to View BoQ information |
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