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| 1 | Excavating over areas, n exc 1.5 m deep and getting out in Hard dense of soilcomplete all as specified and directed. |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in Soft /disintegrated rock. |
| 3 | Excavating over areas, exc 1.5 m deep & n.exc. 3.0m and getting out in Soft /disintegrated rock complete all as specified and directed. |
| 4 | Excavating over areas, exc 3.0 m deep & n.exc. 4.5 m and getting out in Hard rock complete all as specified and directed. |
| 5 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depthfor foundation of pole, laying of cables etc. in Hard and dense soiland getting out complete all as specified and directed. |
| 6 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc, not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in soft/ disintergrated rock, complete all as specified and as directed by Engr in charge. |
| 7 | Returning. filing in, incdluding. levelling. watering and well ramming in layers not exceeding 25cm thick in hard/dense soil complete all as specified and directed. |
| 8 | Returning. filing in, incdluding. levelling. watering and well ramming in layers not exceeding 25cm thick in Soft /disintegrated rock complete all as specified and directed. |
| 9 | M&L for providing dry river sand as in sand cushioning to UG cable including punning gently all as directed. Note : Depth after punning shall be measured and paid. |
| 10 | Removal of excavated material (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above or below the starting pointcomplete all as specified & directed by Engr-in-Charge. |
| 11 | Removal of excavated material Rock to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above or below the starting pointcomplete all as specified & directed by Engr-in-Charge. |
| 12 | M&L Hard core (broken bricks) of gauge n exc 63 mm, deposited, spread & levelled in layers n.exc 15cm thick, watered and levelled to a true surface complete all as specified and directed. |
| 13 | M&L for plain cement concrete (1:2:4) type B2, using 40 mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed. |
| 14 | M&L for Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundation and mass filling in drains complete all as specified and directed by Engr-in-Charge |
| 15 | M & L for PCC(1:2:4) type B-1 using 20 mm graded stone aggregate in surface channels or drains and benching including finishing the top of benching even and smooth using extra cement complete all as specified and directed by Engr-in-Charge |
| 16 | M&L for providing precast cement concrete type B1 1:2:4 (using 20mm graded crushed stone aggregate) as in road path etc. complete all as specified and directed. |
| 17 | M&L for PCC (1:2:4) TYPE B1 (using 20mm graded stone aggregate) as in coping and other similar bands incl weathering, slightly rounded or chamfered, angles and waste of form work throating as directed incl necessary form work complete all as specified and directed by Engr-in-Charge |
| 18 | Supply only integral liquid water proofing compound (ISI marked).Make :Pidilite (Dr. Fixit Pidiproof LW) or equivalent ofFosroc / Sika / STP complete all as specified and directed. |
| 19 | M&L brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 complete all as specified and directed. |
| 20 | Supply & laying sub class \"B\" bricks size 200mm x 100mm x 80mm for protection of cable and laid prependicular to the trench all as specified & directed by Engineer-in-Charge. |
| 21 | M&L for rough finished formwork to soffits of suspened slabs such as roof slabs, floor Sam slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping) complete ail as specified and directed. |
| 22 | M&L for RCC M-25 (Design mix) as in slabs supported on walls, beams and coiumns in floors, roofs, iandings, balcories, canopies, deck siabs and in the shelves and the like comnplete all as specified and directed. |
| 23 | M&L for providing pre-cast cement concrete 1:2:4 type B-1 (using 20mm graded Cum stone aggregate) as in iandings, buffle wall, cover slabs(for manholess etc) and similar articies set in CM 1:4 cormplete all as specified and directed. |
| 24 | M&L for TMT 6 to 8mm dia bar and over, cut to lerngth, bent to shape required, including crarking, bending. hooking ends, binding with and inlcuding mild steel wire (annealed) not less than stee! wire 0.9rmm dia or securing with clips complete all as specified and directed. |
| 25 | M&L for TMT 10 mm dia bar and over as in rungs, cut to lerngth, bent to shape required, including crarking, bending. hooking ends, binding with and inlcuding mild steel wire (annealed) not less than stee! wire 0.9rmm dia or securing with clips complete all as specified and directed. |
| 26 | M&L 50 mm thick cement concrete type B-1 (1:2:4) using 20 mm graded aggregate as in floorring finished surface even and smooth without using extra cement complete all as specified and directed. |
| 27 | M&L Rendring 15mm thick on fair faces of brick work or concrete surfaces with water proof compound (LWPC will be measured and paid seperately) on wall in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.Note :- Water proofing compound shall bemeasured and paid seperately under respective item. |
| 28 | M &L for 12 mm thick rendering in cement mortar 1:3 on brick masonry or concrete surface complete all as specified and directed. |
| 29 | M &L Flush pointing in CM 1:3 to block in course or ashlar masonry or concrete block walling complete all as specified and directed. |
| 30 | Supply and laying of high density polyethylene pipe (HDPE) of pressure ratng 6 kgf/cm2 laid in trenches of size 40mm including fittings complete all as specified and directed. |
| 31 | Supply and laying of high density polyethylene pipe (HDPE) of pressure ratng 6 kgf/cm2 laid in trenches of size 25mm including fittings complete all as specified and directed. |
| 32 | Supply and laying of high density polyethylene pipe (HDPE) of pressure ratng 6 kgf/cm2 laid in trenches of size 20mm including fittings complete all as specified and directed. |
| 33 | S&F, in repair, Gun metal globe or gate valve,with iron wheel head, screwed both ends for iron pipe for 40mm bore of pipe complete all as specified and directed. |
| 34 | S&F, in repir, Gun metal globe or gate valve,with iron wheel head, screwed both ends for iron pipe for 25 mm bore of pipe complete all as specified and directed. |
| 35 | S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fxed to wals complete ali as specified and directed. |
| 36 | S&F 110mm bore PVC (SWR) vent cowl complete all as specified and directed. |
| 37 | M&L for cutting of Road/PCC path, hard standing etc of depth not less than 45 cm and width not less than 45 cm for laying water supply pipe and making good the existing surface with PCC (1:2:4) type B-2 of 150mm thick complete all as specified and directed. |
| 38 | Supply, install, commissioning and testing of submersible pump set of capacity 3 HP, electric driven 230V, single phase suitable for sump water including suitable size of copper wire upto 20mtr and suitable starter complete all as spefied and directed. |
| 39 | S&F, Sheet metal enclosure double door for DB\"s SPN 8 way 240 V having200 A rated bus bar complete all as specified and directed by Engr-in-charge. |
| 40 | M&L MCB SPN 32A, 240 V -10 KA complete all as specified and as directed by Engineer-in-charge. |
| 41 | S&F, Water Header of Heavy duty MS sheet (IS-2062) for connection of pipeline made out of 100mm dia, 1Mtr long heavy duty MS pipe with both ends sealed complete and having 2 Nos inlet connection and 4 nos of outlet connection for 40mm /50mm dia pipe connection complete with flanges, heavy duty rubber for connection or sealed the spare connection by providing end flange by means of nuts, bolts, washers etc. complete as per site requirement and as directed by Engineer-in-Charge. |
| 42 | M&L for earthing complete with galvanized steel earth plate electrode of 60 cm x 60 cm x 6mm thick buried directly in ground [earth pit not less than 2.25 metre deep below normal ground level] with top edge of the plate not less than 1.5 m below normal ground level, connected to galvanized earth Lead 4 mm by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No. 3 of MES SSR Part I connected to earth test point using earth wire of 4mm as earth lead all as specified and testing on completion includingprovisionof earth lead protected by 20 mm dia light grade GI pipe & watering pipe shall be 15 mm bore medium grade GI pipe including all excavation and earth work in any type of soil, PCC pit with RCC cover, char coal, salt, funnel etc complete. Note : Rate quoted by tenderers shall be deemed to include for following provisions:-[i]. Excavation & earth work in any type of soil including removing of surplus material upto 50 M.[ii]. PCC 1:3:6 type C1 using 20mm graded stone aggregate in pit & 40mm thick precast RCC 1:2:4 type B1 cover 50x50 cm with 8mm TMT bars @ 10 cm C/C both ways with handles.[iii]. Main earthing lead from earth electrode to test point upto 7.5 mtr.[iv]. Funnel with watering pipe [GI pipe] 15 mm bore [ISI marked] medium grade & copper lugs, charcoal & salt as reqd.[v]. GI protection pipe of size 20 mm bore light grade 7.5m. |
| 43 | Supplying & laying in trenches or passing through pipes and testing cable XLPE insulated screened PVC bedded galvanized steel strip or wire armoured, electric power cables (Heavy duty) 1100 volts grade with stranded aluminium conductor of size 10 Sqmm, 2 Core complete all as specified and directed. |
