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| 1 | Schedule \"A\" Section - I |
| 2 | Comprehenshive maintenance and cleaning of sewage system including sewage lines, manholes, soakage wells/soak-pits, gully traps, septic tanks attending bloakages in WCs/ WHBs/Drains etc by employing necessary resources including T&P at 14 GTC Subathu complete all as specified and as directed by Engineer-in-charge. The location/ building/complex where work is to be carried out consist of the following:-(a) OTM and Md Accn of GE Subathu complex. (b) Kalidhar line.Area. (c) 15 No Area. (d)Gurubaksh line. (e) Old PAO Area (f) CRSSubathu Complex. (g) Officer mess Complex. (h) Station HQ SubathuOTM & Md accn. (i) Officers Quarters and Officers Messes in Subathu Mil Stn. and all rect company, ASI, all OTM and MDAccn of 14 GTC subathu. |
| 3 | NOTES:- for above Item No. 01.00:(i) The Contractor will employ a Supervisor and sufficient Nos of sweeper daily including on Sunday and Holiday for carrying out sewage cleaning work. to give feed back and also to receive day to day sewage complaints and necessary instructions for smooth running of the contract. The Supervisor so employed shall report to the concerned JE daily, collect complaint docket from concerned JE, distribute it to the sweepers and collect the docket after completion of complaint.(ii) He will carry out normal maintenance to sewage system as required at site. (iii) For any default/delay in attending the complaints recovery shall be effected as per contract conditions provided here-in-after. (iv) T & P as requiered for the work shall be arranged by the contractor without any extra cost to the deptt. (v) Supervisor engaged by the contractor shall take all necessary preventative safety measures and adequate precautions to avoid any health hazard and department shall not be held responsible for any unwanted incidence.(vi) Docket duly signed the user shall be produced at the time of claiming payment by the contractor. |
| 4 | Material and labour for dewatering and cleaning of septic tank of various capacities by taking out solid or liquid mud/sludge/debris/broken bricks of any depth and location, in foul/non foul conditions, including inlet and out chambers, sludge chambers and baffle walls, taking out old broken bricks ofsoakage well any size by mechanically/ manual means, removal of sludge, scum and effluent, transportation of waste and final disposal as per environmental norms complete all as specified and directed.Note ;- Following procedure shall be adopted during the cleaning of septic tank:- a) The area surrounding the septic tank shall be barricaded and safety signs displayed prior to starting of work. b)Sludge and wastewater shallbe pumped out completely using sludge pumps or manually, solid waste and sludge shall be collected in containers or tanker, inner wall shall be cleaned properly through jet.c) Effluent, Sludge and solid waste shall be disposed outside defence landas per environmental norms. The waste shall be disposed of by excavating borrow pits and dumped waste shall be covered with soilas per environmental norms . d) Payment shall be made only for quantity of solid sludge removed and disposed as measured in cum. No separate payment shall be made for pumping out water or effluent and its disposal. e) Contractor shall also write date of cleaning on the surface of septic tank using synthetic enamel paint ( white background with black colour letter 100mm high), rate of the same shall be included in quoted rate. |
| 5 | Material and labour for Brick work with sub class ‘B’ bricks in one brick thick honey comb walling in circular/rectangular well (soakage pit) steining (any radius or size) constructed from base, built in cement mortar (1:4), using old size bricks and including dismantling of old brick work, complete all as specified. |
| 6 | Material and labour for broken bricks Loose filling with aggregates of gauge 80 to 150 mm inside soakage pits, soakage wells, complete all as specified and directed |
| 7 | Dismantling of brick work or stone masonary, precast cement concrete wallingbuilt in cement mortar includingall quoins, arches, pillars etc. and material and labour brick work with sub class \"B\" bricks of class designation 10 as in septic tank/manholes/walls etc all as per IS-1077-1992 (minimum compressive strength of brick 100 kg/Sqcm) old size bricks, straight or curved on plan exceeding 6 mtr mean radius built in cement mortar 1:6complete all as specified and directed. |
| 8 | Dismantling of brick work or stone masonary, precast cement concrete wallingbuilt in cement mortar includingall quoins, arches, pillars etc. and material andlabour for brick workusing serviceable bricks straight or curved on plan exceeding 6 metre mean radius, built in cement mortar (1:6) , complete all as specified. |
| 9 | Material and labour for rendering 15mm thick onfair faces of brick workin cement mortar 1:4 using WPC @ 2% by weight of cement, finished the surface even and smooth without using extra cement complete all as specified and directed. Note:- (IfWPC used shall be measured and paid for separately as supply only ) |
| 10 | Material and labour for Rendering 15mm thick on fair faces of old brick work or concrete surfaces at any height incl walls, cornices, chajjas, sun shadesetc. in cement mortar 1:4 finished even and smooth without using extra cement using water proofing compound@ 2% of weight of cementincluding taking down cement plaster of any description, thickness and in any position including raking out joints, hacking for key, scrubbing down with water etc , complete all as specified and as directed.Note:- (IfWPC used shall be measured and paid for separately as supply only ) |
| 11 | Supply only integral water proofing compound ISI marked complete all as specified and directed. |
| 12 | Dismantling of brick work or stone masonary, precast cement concrete wallingbuilt in cement mortar includingall quoins, arches, pillars etc. and material and labourfor walling of random rubble stone masonary ,brought up to courses,well bonded,bedded and solidly hearted built in cement morter 1:6 including racking or cutting out joints, complete all as specified & directed. |
| 13 | Dismantling of brick work or stone masonary, precast cement concrete wallingbuilt in cement mortar includingall quoins, arches, pillars etc. and material and labour forwalling of random rubble, uncoursed stone masonry using old serviceable stones,well bonded, bedded and solidly hearted, built in cement mortar 1:4complete all as specified and as directed. |
| 14 | M&L for providing cements 1:3:6 type C1 using 20mm graded aggregate as in benching, plinth course, string courses, lacing courses, parapets and railing up to 60 cm height, copings, kneelers, apex stones, bed plates, water troughts and the like including weathering, slightly rounded or champfered angles and throating incl use and waste of necessary form work and incl demolition of old PCC, complete all as specified and as directed. |
| 15 | Material andlabour for raised pointing to random or polygonal rubble uncoursed or brought upto courses in Cement mortar 1.3 complete all as specified and as directed. |
| 16 | Material and Labour for providing pre-cast cement concrete 1:2:4 type B1 using 20mm graded aggregate as in window or door cills, lintels, bressummers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and set in CM 1:4 complete with joints to match complete all as specified and as directed. |
| 17 | Excavating in trenches, not exceeding 1.50 metre wide and not exceeding 1.50m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 sq.m on plan and not exceeding 1.50m in depth and getting out in hard/dense soil complete, all as specified and as directed. |
| 18 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soil of any description, complete all as specified and as directed.. |
| 19 | Removing excavated soil to a distance not exceeding 50 metre and deposited where directed at a level not exceeding 1.5m above the starting point, complete all as specified. |
| 20 | Demolition and breaking up to 200mm dia drain/sewer pipes below ground level (salt glazed stoneware, AC or reinforced concrete and PVC) set in cement mortar including PCChaunching and benching at any depth complete all as specified and as directed. |
| 21 | Supply and fixing 150mm diaUPVC, soil waste drain pipe, type ‘B’ ,conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, laid in trenches or in floorsincluding testing and fittings (bend, door bend, elbow, tee etc) of same grade , complete all as specified anddirected.(Note- Rubber rings for pipes and fittings shall be confirm to IS 5382-1985) |
| 22 | Supply and fixing for 150mm dia Salt-glazed stoneware drain pipes grade \"A\" laid in trenches and jointed in cement mortar 1:1, complete all as specfified and directed. |
| 23 | Supply and fixing for 150mm dia Salt-glazed stoneware drain pipes grade \"A\" laid in trenches and jointed in cement mortar 1:1, complete all as specfified and directed. |
| 24 | Material and labourfor plain cement concrete 1:3:6 type C2 using 40 mm graded aggregate in bed to drain pipesincluding packing under,andhaunching inagainst the side ofpipes after they are laid and tested for 150mm dia borepipe complete all as specified. |
| 25 | Material and labourfor plain cement concrete 1:3:6 type C2 using 40 mm graded aggregate in bed to drain pipesincluding packing under,andhaunching inagainst the side ofpipes after they are laid and tested for 200mm dia borepipe complete all as specified. |
| 26 | Cutting into existing manholes for connecting new drains,and making good to pipe and rendering cutting out existing benching for and forming branch channel( 1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 (using 20mm size crushed stone aggregate) smooth finished and reforming benching as required of pipe 150 mm dia, complete all as specified |
| 27 | Material and labour for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in plain cement concrete 1:2:4 type B1 smooth finished,and reforming benching as required,internal dia of pipe 200mm all as specified and directed. |
| 28 | MaterialandLabour for pre-cast cement concrete type B-1 1:2:4 (using 20 mm graded mechanically crushed stone aggregate), as in cover slabs for manhole, shelves etc. set in cement mortar (1:4) and finished cement concrete surface even and fair without using extra cement, complete all as specified and directed. |
| 29 | Material and labour for mild steel TMT bars 8mm/10mm dia and over, cut to length, bent to shape required, including cranking, bendingspirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips complete all as specified. |
| 30 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for including removal the rubbish/ demolished material outside defence land and material andlabour for plain cement concrete 1:5:10 type E-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed. |
| 31 | Excavation in posts holes (or similar holes) each not exceeding 0.5 cubic metre, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distancenot exceeding 50metre and good surface in soft/loose soil, complete all as specified. |
| 32 | Dismantling of wrought iron or mild steelwork of any description not otherwise specially providedcomplete all as specified and directed. |
| 33 | Material and labour for hand rails, half round or other stock section or core for wooden handrail 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., and similar work conforming to Fe 410-0 or Fe 310-0 complete all as specified and as directed. |
| 34 | Material and labour forpreparing new steel surfaces exc 10cm girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 35 | Demolition of stone slabs and tiles of any description or thickness laid bedded and pointed in any mortar in floors, aprons, etc. removing the rubbish outsidethe defence land ,complete all as specified |
| 36 | Material and labour, coloured chequered cement concrete tiles 300x300x25mm thick, factory made, ISI marked (IS 13801-1993), with grey cement andpigment, laid with neat cement slurry as in path, pavement ,floors, etc. @ 3Kg/Sqm over and including 20mm thick screed bed of cement mortar (1:6), pointed in white cement with matching colour pigment, complete all as specified and directed. |
| 37 | Material and Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate) as in fixing of hold fasts, copings, bed plates,kerbs or mud stops,lintels upto 1.50m span, plinth courses , seismic and other bands and the like, finished the surface fair andeven, including necessary form work complete all as specified and directed. |
| 38 | Material and Labour forMachine pressed precast cement concretewith grey cement and pigment, rubber moulded, interlocking designer paver blocks,in any and shape, confirming to IS-15658-2006 of 80mm thickness, M-40 gradein path, hard standing, etc. laid over 50 mm thick bedding layer of sand complete, all as specified and as directed. |
| 39 | Material and Labour for Sand filling under interlocking coloured paver block average 50mm thick complete all as specified and as directed. |
| 40 | Dismantling of chain link fencing/ barbed wire fencing of any description complete all as specified and directed. |
| 41 | Supply only chain linkgalvanised mild steel fencing any mesh size and type, complete all as specified and directed. |
| 42 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed. |
| 43 | Dismantling posts or struts (wood, steel or RCC) any section embedded in concrete, brick work, masonry etc, including taking out embedded portion and making good disturbed ground, complete all as specified. |
| 44 | Supply and fixing 75 mm diaUPVC, soil waste drain pipe, type ‘B’ ,conforming toIS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, laid in trenches or in floorsincluding testing and fittings (bend, door bend, elbow, tee etc) of same grade , complete all as specified anddirected.(Note- Rubber rings for pipes and fittings shall be confirm to IS 5382-1985) |
| 45 | Amount of credit of Rs. 134744.00 for retrived old material as mentioned in Schedule \"A\" section-II of tender document in pdf form, will be deducted offline while acceptence of tender. |
