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| 1 | Excavating over areasn.exc 1.5 m deep in soft/loose soil and getting out complete all as specified and directed. |
| 2 | Excavating overareas exc. 1.50m but n.exc. 3.00 m in depth in soft/loose soil and getting out complete all as specified and directed. |
| 3 | Excavation in trenches n.exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. and getting out in soft/ loose soil complete all as specified and directed. |
| 4 | M&L for hardcore of gauge n.exc. 63mm, deposited, spread and leveled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 5 | M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and directed. |
| 6 | M&L for 150 mm thick PCC 1:4:8 type D2 (40mm graded aggregate) as in sub base complete all as specified and directed. |
| 7 | M&L for 150 mm thick PCC 1:3:6 type C2 (40mm graded aggregate) as in sub base complete all as specified and directed. |
| 8 | M&L for 50 mm thick PCC 1:3:6, type C2 as in floors complete all as specified and directed. |
| 9 | M&L for brickwork with sub-class ‘B’ bricks in brick-on-edge walls (less than ½ brick thick), built in cement mortar 1:3 complete all as specified and directed. |
| 10 | M&L for brickwork with sub-class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:3 complete all as specified and directed. |
| 11 | M&L for brickwork with sub class ‘B’ bricks, straightor curvedonplanexc.6mmradius built in cement mortar 1:6 complete all as specified and directed. |
| 12 | M&L for flush pointing to brick masonry in CM 1:3 complete all as specified and directed. |
| 13 | M&L for PCC 1:3:6 type C2 as in foundation complete all as specified and directed. |
| 14 | M&L for PCC 1:3:6 type C1 as in flooring complete all as specified and directed. |
| 15 | M&L for rendering 10 mm thick in cement and sand mortar 1:4 on brick work or cement concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified. |
| 16 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed. |
| 17 | Removing excavated material n exc 50m and depositing where directed by Engr-in-charge at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 18 | Supply and laying of 40mm dia MS Pipes heavy grade with all fittings laid in floors or fixed to walls and ceilings complete all as specified and directed. |
| 19 | Supply and laying of 25mm dia MS Pipes heavy grade with all fittings laid in floors or fixed to walls and ceilings complete all as specified and directed. |
| 20 | Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,complete all as specified and directed. |
| 21 | M&L for PCC 1:2:4 type B1 using (20mm stone aggregate) as in benching, coping & hanuching, foundations, filling and mass concrete etc complete all as specified and directed. |
| 22 | Preparation of new steel or previously untreated surfaces of girth exc 10cm wide or girth, not other wise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 23 | S&F for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 24 | M&L for Cement concrete 1:3:6, type C-1(using 20mm graded crushed stone aggregate) as in surface channels and drains complete all as specified and directed. |
| 25 | Providing precast cement concrete Type B-1, 1:2:4 (20 mm graded crushed stone aggregate) as in landings, cover slabs upon drainage system/Manhole incl necessary form work etc complete all as specified and directed. |
| 26 | Supplying, laying, jointing and testing under ground XLPE insulated armoured heavy duty electric cable with aluminiumconductor 1100 vols grade crosssectional area 16 Sqmm 4 core laid in trences, in floor, in duct, through pipes or along the pole including taking down old one complete all as specified and directed by Engr-in-charge |
| 27 | - ditto - all as per above item No. 26 but cross sectional area 50 Sqmm 3.5 core complete all as specified and directed by Engr-in-charge. |
| 28 | M & L Brick covering with width equal to length of brick as mechanical protection to cable with well burnt sub class ‘B’ bricks laid dry flat complete all as specified and directed by Engr in charge. |
| 29 | M&L Sand Cushioning (dry) in Trenches/Ducts for protection of UG Cables (below, above and around the UG Cable laid) of 23 Cm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180mm thickness, complete all as specified and as directed.NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be Measured. |
| 30 | Supply fabricating erecting in replacement LT panel outdoor type CPRI approved double door totally enclosed weather and 50 cles AC sunoly factory made fully comoart menotalized made out of 3.00 mm vermin proof suitably ventilated 415 Volts 50 cycles, AC supply factory made fully compart mentalized made out of 3.0 thick CRCA sheet for laod bearing and 2.00 mm thick for nonload bearing protection of enclose IP 54 as per IS2147 of 1962 with pretreatment and powder coated of approved colour including suitable size of abgle iron/flat iron frame work/ supportrequired civil works, excavation & earth work, PCC foundation etc, installation, testing & commissioning with including the following :- (a) Aluminium bus bar of capacity 150 Amps for phase and 75 Amps for Neutral.Incoming : (i) MCCB TPN 63 Amps, 16 KA 415 Volts 4 pole 01 NoOutgoing: (i)МССB 4 pole 40 Amps 16 KA, 415 4 Volts (adjustable thermal and magnetic type70% to 100%)-02 No (ii) Digital type astronomoical Timer switch suitable for 3 phase, 415 volts AC supply for street light feeder programmable current capacity 32 Amps. |
| 31 | M & L for earthing complete with galvanized iron or steel or steel earth plate electrode ofof size 60cmх60cmх6.3mm thick buried directly in ground, vertically to a depth not less than 2.25 mtr below normal ground level with top edge ofearth plate atdepth of not less than 1.5 mtr below ground level surrounded from all sides with aiternate layers of charcoal and commonsalt and d connected c toGI Strip of size 32x6 mm by means of Gl bolts, nuts washers & check nuts electrode connected to main switch board or main control board or on poles or on transformer and GIGl pipe light grade 20 mm bore for watering including providing funnel anddalyreitCe wire mesh GI frame and 10 cm thick suitably reinforced RCC pit cover PCC chamber pit with PCC 1:3:6 type C2 using 40mm graded stone aggregates complete including excavation and earth work, disposal of surplus 50 mtr allas soecified and shown in plate No 5 of SRR-1991 soil to a distance not exceeding 50 mtr all as specified and shown in plate No 5 of SRR-1991 Part-1. |
