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| 1 | Cleaning of blockages of sewage lines of any dia and depth upto lenth n exc 15mtr, manholes of any size and depth, working in foul condition, cleaning of manholes and sewage linesby rodding to and from flushing with water in sweage lines between successive manholes and keep the system functional including water closets, floor traps, nahani traps, gully traps etc, upto final drop/outlet into septic tanks, removing all blockages in fould station manually or mechanically including cleaning of soil/waste/vent pipes and rain water pipes of any descriopton and size in the area \"E\" & \"DAS\" under GE (I) Dockyard. Contractor shall provide 04 safaiwala daily) , complete all as specified and directed.Note:- 1. Contractor has to arrange all necessary tools and kits for workers on the daily basis to complete the job. |
| 2 | 2. On the daily basis attendance for the detailed wokeersto be maintain on register and should be countersigned by JE / AGE.3. Contractor or his authorizerepresentative has to collect complaints slips from complain cell of GE (I) DM on the daily basis and should resubmit the same duly signed by the user to the office after completion of the job.4. Complaints so received on daily basis has to be completed within 24 hours, other wise recovery of Rs 5000.00 per job will be recovered by the Engr in Charge. |
| 3 | Demolition of plain cement concrete in ground floors and pavingincluding floor tiles not exc 15 cm thick but above ground floors or highly elevatedand removing the debries from Dockyard premises complete all as specified and directed. |
| 4 | M&L for 75 mm thick cement concrete1:3:6, type C2, (using 40mm graded stone aggregate) as in floor, finishing cement concretesurface even and smooth wihtout using extra cement complete all as specified and directed. |
| 5 | Demolition ofcement concrete (unreinforced) of any description and in any position not otherwise specifically provided for includiing demolition of drain pipes and removing the debries from Dockyard premises complete all as specified and directed. |
| 6 | M&L for PCC 1:2:4, type B1, (using 20mm graded stone aggregate) for coping, lintel bands etc complete all as specified and directed. |
| 7 | M&L for cement concrete type B2 1:2:4 (40 mm graded aggregate) as in surface channels and drains complete all as specified and directed. |
| 8 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed. |
| 9 | Demolition of reinforced cement concrete as in manhole covers complete all as specified and directed. |
| 10 | M&L for precast cementConcrete 1:2:4, type B1, (using 20mm graded stone aggregate), in landing, cover slabes (for manhole) chajjas and similar articles including chamfers weathering, throating etc and setting in CM 1:4 complete with joints to match complete all as specified and directed. |
| 11 | M&L for mild steel TMT bars 10mm dia and over , cut tolength and bent to shape required, including cranking and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 12 | Demolition of brickmasonry built in cement mortar including all quoins, pillars etcand removing the debriesfrom the Dockyard premises complete all as specified and directed. |
| 13 | M&Lpre-cast cement concrete blockmasonary in PCC 1:3:6 type C1 using 20mmgraded stone aggregate with solid block, exceeding 10cm in width setting in CM 1:4 complete all as specified and directed. |
| 14 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smoothwithout using extra cement complete all as specified and directed. |
| 15 | M&L rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smoothwithout using extra cement complete all as specified and directed. |
| 16 | Excavation in trenches,not exc 1.5M wide and not exc 1.5M deep and getting out in hard/dense soil complete all as specified and directed. |
| 17 | Returning filling in including spreading, leveling watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 18 | Removal of extra excavated soil not exc 50m and depositing where directed at level not exc 1.5M above the starting point complete all as specified and directed. |
| 19 | M&L for PCC 1:4:8, type D2 (using 40mm graded stone aggregate), in foundation filling and mass conctere complete all as specified and directed. |
| 20 | Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) (internal dia 150mm) set in cement mortar all as specified and directed. |
| 21 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) (internal dia 200mm) set in cement mortar all as specified and directed. |
| 22 | M&L for PCC 1:3:6, type C2 (using 40mm graded stone aggregate), concrete bed to 150 mm diadrain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 23 | M&L for PCC 1:3:6, type C2 (using 40mm graded stone aggregate), concrete bed to 200 mm diadrain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 24 | M & L for salt-glazed stone ware drain pipes, 150mm dia (internal dia)laid in trenches and jointed as specified complete all as specified and directed. |
| 25 | M & L for salt-glazed stone ware drain pipes, 200mm dia (internal dia)laid in trenches and jointed as specified complete all as specified and directed. |
| 26 | M&L for cutting of existing 150mm dia manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching required complete all as specified and directed. |
| 27 | M&L for cutting of existing 200mm dia manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching required complete all as specified and di rected. |
| 28 | S&F for salt glazed stoneware gully traps (size 180X150) square or round mouthed type \"P\" complete all as specified and directed. |
| 29 | De-watering of septic tanks and soakage wells by manually or with pumping set and draining out the same out waste material from Dockyard premises all as complete all as specified and directed. |
| 30 | Opening cover, taking out night soil excreta, sludge etc from septic tank/ sewage sump of any capacity and removing the same from Dockyard premises all as complete all as specified and directed. |
| 31 | Demolition of cement concrete of any description (in sunken floors) and in any position and removal of debrisfromDockyard premisescomplete all as specified and directed. |
| 32 | M&L removing all dust/dirt fromsunken floor and applying two layers of cement slurry mixed withacylic based polymer modified cementitious composite compound coating such as product like sika Latex powder manufactured by sika India Pvt Ltdor equivalent product manufactured by Fosroc chemicals (India Ltd) / Pidilite industries or as approved list makes on concrete / brick surfaces as water proofing slurry coating as per manufactures instruction s complete all as specified and directed. |
| 33 | M&L rendering 20mm thick in two coats, 10mm thick each coat with Polymer mortar (cement mortar 1:4 mixed with acrylic based polymer modified cementious composite compound such as product such as product like sika Latex powder manufactured by sika India Pvt Ltdor equivalent product manufactured by Fosroc chemicals (India Ltd) / Pidilite industries or as approved list makes on concrete / brick surfaces and finishes the surfface even and smooth without using extra cement complete all as specified and directed. |
| 34 | M&L polythene 200 micron thick laid on a adhasive complete all as specified and directed. |
| 35 | M/L for cement concrete 1:4:8type D2 using 40 mm graded stone aggregate as in filling insunken floors complete all as specified and directed. |
| 36 | M&L for 25 mm thick cement concrete type \"B-0\" 1:2:4 using 12.5mm graded stone aggregate as in flooring complete all as specified and directed. |
| 37 | Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing)and rubbish off the premises complete all as specified and directed. |
| 38 | M&L for non skid coloured ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floors etc set and jointed in neat cement slurry and pointed in coloured cement to matchlaid over and including screed bed in CM 1:6, 15mm thick complete all s specified and directed. |
| 39 | M&L for coloured glazed ceramic tiles 450 x 300 x 7 mm thick in dado set and jointed in neat cement slurry and pointed in coloured cement to match fixed over incl redering in CM 1:4, 10mm thick complete all as specified and directed. |
| 40 | M&L chequered cement concrete tiles with grey and any pigments 30cm x30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and incl cement screed 15mm thick in 1:6all as specified and directed |
| 41 | S&F in repairsvitreous China wash down water closet pan (pedestal pattern) white excluding fixing bolts, flushing cistern and flush pipeincl taking out the existig unserviceable pedestalpan complete all as specified and directed. |
| 42 | S&F in repairs vitreous china squatting pan `ORISSA` pattern size 580 x 440 mm with integral foot rests including connection to trap and to flushing pipe, anti-syphonage pipe and provision of concrete bedding complete making good floor all complete all as specified and directed. |
| 43 | S & F PVC valveless, syphonic action type, flushing cistern,10 ltr capacity low level, white, with inlet, ball valve, float and handle including brackets, flush pipe of polyethylene of low or high density or PVC. 32 mm dia,to pedestal pan, including all joints and all complete all as specified and directed. |
| 44 | Taking down PVC (SWR) pipes of any dia or size all as specfied and directed. |
| 45 | S&F in repairs 110 mm dia PVC pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all specified and directed. |
| 46 | S&F in repairs 75 mm dia PVC pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed. |
| 47 | S&F in repairs PVC (SWR) bend 110 mm bore pipe complete all as specified and directed. |
| 48 | S&F in repairs PVC (SWR) bend 75 mm bore pipe complete all as specified and directed. |
| 49 | M&L for preparation of old surface of walls and applying two coats of white wash all as complete all as specified and directed. |
| 50 | Dismantling wrought iron or mild steel work of any description complete all as specified and directed. |
| 51 | M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framedbalusters; walk ways; railings; framework of water tanks,manhole covers, duct covers and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 52 | S&F for rolled mild steel chequered plate as covers confirming to Fe-290, Gde-E-165 welded to supporting of duct covers complete all as specified and directed. |
| 53 | M&L preparation of new steel surfaces of any description over 10 cm width or girthand applying two coat of synthetic enamel paint over a coat of zinc chromate primer all complete all as specified and directed. |
