|
| 1 | Supplying and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade as required |
| 2 | i) 31/2 X 300 sq.mm |
| 3 | Constructing masonry chamber 120X120X100 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I surface box 100mm top diameter,160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix(1 cement :1.5 coarse sand : 3 graded stone aggregate 20mm nominal size), including necessary excavation,foundation concrete 1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick,finished with a floating coat of neat cement complete as per standard design |
| 4 | With common burnt clay F.P.S (non modular) bricks of glass designation 7.5 |
| 5 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 6 | Above 185 sq. mm and upto 400 sq. mm |
| 7 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 8 | Above 185 sq. mm and upto 400 sq. mm |
| 9 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 10 | 80 mm dia nominal bore |
| 11 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. |
| 12 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 13 | Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed/XLPE aluminum conductor cable of 1.1KV grade as required |
| 14 | 31/2 X 300 sqmm(70mm) |
| 15 | Supplying and fixing cable route marker with 10cm X 10cm X 5mm thick G.I plate with inscription there on, bolted/welded to 35mmX35mmX6mm angle iron,60cm long and fixing the same in ground as required |
| 16 | Supply of 1.1 KV,3.5 C, 300sqmm armoured XLPE aluminum cable. Make : KEI/ Havells/Polycab/RR Kabel/Finolex |
| 17 | Cable fault detection work (i/c Engineer,Technician,Materials) charge for any type LT 3.5 Core Armoured cable fault detection work |
| 18 | i. Cable fault detection 1st LT 3.5 Core cable |
| 19 | ii. Subsequent fault in the same cable |
| 20 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 21 | Excavation work by mechanical means (Hydraulic excavator)/ manualmeans in foundation trenches or drains (not exceeding 1. 0 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal ofsurplus excavated soils as directed, within IITG Campus: Ordinary Rock |
| 22 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 23 | Providing and laying in position cement concrete of specified grade excluding : the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-ill) derived from natural sources : 6 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 27 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 28 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate |
| 29 | Supplying and stacking at site.:Stone screening 13.2 mm nominal size (Type A) |
| 30 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 31 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 32 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surfaceof all dirt, scales, oil, grease and foreign material etc. complete.New work (Two or more coats) |
| 33 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 34 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
