Military Engineer Services-MES has published Repair / Maint / Cleaning Of Sewage Lines , Septic Tanks , Soakage Well And Manholes Repair / Maint / Cleaning Of Sewage Lines , Septic Tanks , Soakage Well And Manholes And Repair To Path , Hard Standing , Fencing And Compound Wall At Air Forc. Submission Date for this Tender is 07-11-2020. Drainage Tenders in THOISE Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Name of Work : REPAIR / MAINT / CLEANING OF SEWAGE LINES, SEPTIC TANKS, SOAKAGE WELL AND MANHOLES AND REPAIR TO PATH, HARD STANDING, FENCING AND COMPOUND WALL AT AIR FORCE STATION THOISE | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | M & L Cleaning and de-sludging of septic tanks/grease traps, soakage well/pits, manholes by pumping or manually from inside the septic tank and removal of sludge depositing in excavated pits (required size and depth) to a distance exc 50 M not exc 1.5 Km. Top layers of excavation pit covered by layers of 150 mm depth earth spreading with bleaching powder @ 200 gm per sqm for disinfections purpose complete all as specified and directed by Engineer-in-Charge.\nNote:- (i) After dewatering, sludge will be measured as paid.\n(ii) The rate of excavation of earth pits of required size and deptyh with 50 m from septic tank and bleaching powder is deemed to be inclusive in the item.\n(iii) The tank shall be cleaned twice during currency of contract and the quantity caters for same. | 490 | Cum | |
2 | 2 | Cleaning of blocked ,drain pipe sewage line any type & dia in horizontal or vertical position by rodding from man hole to man hole ends to septic tanks/soakage wells, well flushing after taking out existing man hole covers, taking out sludge and other materials blocked the drain pipes excavation of pits carriage and leveling of spoil pits after burying of sludge and removal of surplus spoil to a distance not exceeding 50 mtr complete all as specified and directed by Engineer-in-Charge. | 320 | RM | |
3 | 3 | M&Lfor cleaning blockage of gully trap of any size and depth,WC, Urinal etc by dewaterring and getting out of foreign materials scum etc. and removing outside defence land including CI/SWG pipe of any dia from gully trap, WC, Urinal any floor to manhole of building complete all as specified and directed by Engineer-in-Charge. | 124 | Each | |
4 | 4 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation/sewage line and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. | 40 | Cum | |
5 | 5 | Returning filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm thick, in hard/dense soil complete all as specified and directed by Engineer-in-Charge. | 26.1 | Cum | |
6 | 6 | Removal of surplus soil to a distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all as specified and directed by Engineer-in-Charge. | 13.9 | Cum | |
7 | 7 | Demolition and breaking up drain pipes 150mm SWG pipe, set in cement mortar complete all as specified and directed by Engineer-in-Charge. | 100 | RM | |
8 | 8 | Demolition and breaking up drain pipes 100mm SWG pipe, set in cement mortar complete all as specified and directed by Engineer-in-Charge. | 50 | RM | |
9 | 9 | Material and labour for providing PCC (1:3:6) type C-2 as in concrete bed to drain pipes including packing under and haunching against the sides of pipes of bore 150mm on after they are laid and tested complete all as specified and directed by Engineer-in-Charge. | 95 | RM | |
10 | 10 | All as per Item Ser No 9 above but 100mm dia pipes complete all as specified and directed by Engineer-in-Charge. | 45 | RM | |
11 | 11 | M&L for Salt glazed stone ware drain pipe 150 mm dia grade A laid in trenches and jointed in cement mortar 1:1 complete all as specified and directed by Engineer-in-Charge. | 100 | RM | |
12 | 12 | All as per item No 11 above but for 100 mm dia complete all as specified and directed by Engineer-in-Charge. | 50 | RM | |
13 | 13 | Demolition of cement concrete (unreinforced) of any description and in any position & in ground floor and paving n.exc.15cm thickness (below or above ground floor) not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. | 56.12 | Cum | |
14 | 14 | M&L for 75mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in plinth protection surface finished even and smooth using with extra cement complete all as specified and directed by Engineer-in-Charge. | 90 | Sqm | |
15 | 15 | M & L PCC 1:2:4 type B1, (using 20mm graded stone aggregate) as in surface channels and drains complete all as specified and directed by Engineer-in-Charge. | 1.5 | Cum | |
16 | 16 | Extra for forming fair finishing drain or channels 30 cm inner girth in cement concrete using extra cement including forms, moulds stopped ends etc complete all as specified and directed by Engineer-in-Charge. | 5 | RM | |
17 | 17 | 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 and 3/4 section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required for 150mm internal dia of pipes complete all as specified and directed by Engineer-in-Charge. | 15 | Each Pipe | |
18 | 18 | All as per Item Ser No 17 above but 100mm dia pipes complete all as specified and directed by Engineer-in-Charge. | 10 | Each | |
19 | 19 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-Charge. | 0.6 | Cum | |
20 | 20 | Supply and fix TMT bars 10mm dia and over (confirming to Fe-410-S or Fe-410-0) cut to length, bent to shape required including cranking & binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge. | 50 | Kg | |
21 | 21 | Material and labour for providing pre-cast RCC (1:2:4) type 'B-1' as in cover slabs of manholes and similar location (using 20mm graded crushed stone aggregates) including necessary form work and set in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. | 0.6 | Cum | |
22 | 22 | Demolition of pre-cast cement concrete block walling built in cement mortar complete all as specified and directed by Engineer-in-Charge. | 30 | Cum | |
23 | 23 | Material and labour for providing precast cement concrete block of PCC (1:3:6) type-C1 in masonry with solid blocks, exceeding 10cm in width & set in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. | 45 | Cum | |
24 | 24 | Material and labour for rendering 10mm thick plaster in cement mortar (1:4) on fair faces of concerete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 105 | Sqm | |
25 | 25 | Taking down plaster on brick, stone/concerete surface etc including racking out joints hacking for key scrubbing down with water, etc built in cement mortar complete all as specified and directed by Engineer-in-Charge. | 25 | Sqm | |
26 | 26 | Material and labour for 15mm thick redering in cement mortar (1:4) on conerete surface of wall and using WPC @ 3% by weight of cement (WPC shall be measured and paid seperatly) complete all as specified and directed by Engineer-in-Charge. | 25 | Sqm | |
27 | 27 | Material and labour PCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in coping/benching or similar etc complete incl necessary form work complete all as specified and directed by Engineer-in-Charge. | 1.5 | Cum | |
28 | 28 | Supply only Integrated water proofing compound ISI marked complete all as specified and directed by Engineer-in-Charge. | 5.68 | Kg | |
29 | 29 | S & F in repairs 10 ltrs capacity PVC valveless syphonic action type flushing cistern low level white with inlet ball valve, float, chain and pull and brackets etc complete all as specified and directed by Engineer-in-Charge. | 20 | Each | |
30 | 30 | S&F PVC (SWR) floor trap, 75mm dia outlet, plain with grating incl jointing with solvent cement complete all as specified and directed by Engineer-in-Charge. | 20 | Each | |
31 | 31 | Dismantling of Cast iron or reinforced concerete drain pipe, jointed in cement mortar 100mm dia pipe complete all as specified and directed by Engineer-in-Charge. | 20 | RM | |
32 | 32 | Taking down 75mm rain water pipes/vent pipes including all fittings, heads shoes, bends, swan necks etc including cleaning or refixing or removing to store complete all as specified and directed by Engineer-in-Charge. | 50 | Rm | |
33 | 33 | S&F 110 mm bore PVC(SWR) pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge. | 20 | RM | |
34 | 34 | S&F 75 mm bore PVC(SWR) pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge. | 50 | RM | |
35 | 35 | S&F in Repair PVC (SWR) bends any radius, bend 110mm dia complete all as specified and directed by Engineer-in-Charge. | 30 | Each | |
36 | 36 | S&F in Repair PVC (SWR) junction single, (single T) equal or unequal with access door 110mm dia complete all as specified and directed by Engineer-in-Charge. | 30 | Each | |
37 | 37 | S&F in Repair PVC (SWR) bends any radius, with access door 75mm dia complete all as specified and directed by Engineer-in-Charge. | 60 | Each | |
38 | 38 | S&F in Repair PVC (SWR) vent cowl 75mm dia complete all as specified and directed by Engineer-in-Charge. | 10 | Each | |
39 | 39 | S&F in repair Vitreous China squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rest including connection to trap, and flushing pipe, anti-syphonage pipe etc. complete including making good to floor complete all as specified and directed by Engineer-in-Charge. | 30 | Each | |
40 | 40 | S&F in repairs Vitreous China wash down water closet pan ( pedestal pattern ), white , including connection to drain (or outgoing pipe) and flushing pipe, antisyphonage pipe etc complete all as specified and directed by Engineer-in-Charge. | 15 | Each | |
41 | 41 | S&F in repairs PVC valveless , syphonic action type, flushing cistern, low level 5 litres capacity white , with inlet ball valve , float and handle including brackets etc complete all as specified and directed by Engineer-in-Charge. | 2 | Each | |
42 | 42 | S&F in repair Vitreous China wash basin, white , flate back, size 550 x 400 mm including cutting for and pinning in ends of brackets or errecting stand and 32 mm waste fittings, brass, chromium plated for galzed ware basin, etc with long screwed shanks and flu-nuts, flange end bedded in red lead cement and other end fixed complete all as specified and directed by Engineer-in-Charge. | 15 | Each | |
43 | 43 | S&F in repairs Vitreous China bowl Urinal flat back , size of 465 x 355 x 265 mm white (Minimum ) with grating and union for discharge pipe , including connections to flushing pipe and outgoing pipes complete all as specified and directed by Engineer-in-Charge. | 10 | Each | |
44 | 44 | Disconnecting existing tanks , exc 500 & n. exc 1000 capacity in litres setting aside (or lowering if required ) for repairs, etc and hoisting if required reconnecting and re-fixing in position. ( Cleaning, etc measured seprately ) complete all as specified and directed by Engineer-in-Charge. | 70 | Each | |
45 | 45 | Cleaning and removing all scal and dirt, etc from tanks exc 500 & n. exc 1000 capacity in litres and from mouths of circulating pipe etc complete all as specified and directed by Engineer-in-Charge. | 70 | Each | |
46 | 46 | Demolition of cement concrete (reinforced) of any description and in any positioin (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-Charge. | 2.5 | Cum | |
47 | 47 | Demolition Of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facing, dressed stone work and pre cast concrete articles complete all as specified and directed by Engineer-in-Charge. | 15 | Cum | |
48 | 48 | Dismantling posts & struts; (wood, steel or R.C.C) any section, including taking out embedded portion (embeded in conc) & making good distributed ground complete all as specified and directed by Engineer-in-Charge. | 22 | RM | |
49 | 49 | Dismantling structural steel work including doors,gates etc complete all as specified and directed by Engineer-in-Charge. | 4.7 | Qtl | |
50 | 50 | Dismantling fencing wire mesh, any type complete all as specified and directed by Engineer-in-Charge. | 170 | Sqm | |
51 | 51 | M&L for 80 mm thick M-40 grade machine pressed precast concrete interlocking paver block any shape and size conforming to IS-15658-2006,with grey cement and no pigment complete all as specified and directed by Engineer-in-Charge. | 50 | Sqm | |
52 | 52 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premis complete all as specified and directed by Engineer-in-Charge. | 178 | Sqm | |
53 | 53 | M&L for 60 mm thicknes M-35Grade machine pressed precast concrete interlocking paver block any shape and size confirming to IS - 15658-2006 of with grey cement and no pigment complete all as specified and directed by Engineer-in-Charge. | 53 | Sqm | |
54 | 54 | M&L for Chequered cement concrete tiles 20cmx20cmx25mm thick, set, jointed & pointed in neat cement slurry in floors with grey cement and no pigment complete all as specified and directed by Engineer-in-Charge. | 125 | Sqm | |
55 | 55 | M&L 100 mm thick cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in plinth protection and hard standing, finishing cement concrete surface even an smooth wothout using extra cement complete all as specified and directed by Engineer-in-Charge. | 100 | Sqm | |
56 | 56 | M&L cement concrete in foundations filling and mass concrete type D-2, 1:4:8 using (40mm graged aggregate) complete all as specified and directed by Engineer-in-Charge. | 10.87 | Cum | |
57 | 57 | M&L for plain cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundations and filling around the fancing post complete all as specified and directed by Engineer-in-Charge. | 3 | Cum | |
58 | 58 | M&L for RCC type B1, 1:2:4 (using 20mm graded aggregate) for in percast fancing post, struts etc for fencing avg seectional area exceeding 100sq cm and not exceeding 250 Sq Cm with or without chemfered angels and flats incl necessary form work complete all as specified and directed by Engineer-in-Charge. | 2.5 | Cum | |
59 | 59 | M&L for mild steel TMT bars 6 to 8mm dia , 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 .9mm dia etc complete all as specified and directed by Engineer-in-Charge. | 80 | Kg | |
60 | 60 | All as per Ser item No-59 here in before but 5mm dia and over up to incl 10mm as in strips and spacers complete all as specified and directed by Engineer-in-Charge. | 53.57 | Kg | |
61 | 61 | S&F for mild steel works as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc and flat iron fillets for securing wire mesh similar work Confirming to Fe-290 Gde E-165 etc complete all as specified and directed by Engineer-in-Charge. | 650 | Kg | |
62 | 62 | S&F galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts, incl securing or tying at crossings with and provision of galvanised mild steel wire, staple or steel pins, etc. as complete all as specified and directed by Engineer-in-Charge. | 12 | 100\n RM | |
63 | 63 | S&F in repairs 4mm dia galvanised steel wire 150x100mm mesh chain link fencing including line wires, any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and directed by Engineer-in-Charge. | 180 | Kg | |
64 | 64 | S & F Joist, channel, angle, or tee sections Fe-410-W (Gde-E-250 Quality-B, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) complete all as specified and directed by Engineer-in-Charge. | 88 | Kg | |
65 | 65 | S&F for mild steel screw bolts (machine made) diameter of neck 16 to 20 mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 15 cm and n exc 22.5 cm long, complete all as specified and directed by Engineer-in-Charge. | 100 | Kg | |
66 | 66 | MS bars 10 mm dia and over cut to length bent to shape required and all as specified conforming to gde Fe 410- W for securing chain link fancing complete all as specified and directed by Engineer-in-Charge. | 251.73 | Kg | |
67 | 67 | M&L for preparing new untreated plaster surface of walls and applying two coat of cement based paint etc complete all as specified and directed by Engineer-in-Charge. | 70 | Sqm | |
68 | 68 | M&L two coat of synthetic enamel paint over a coat of red oxide on newly steel surfaces of any description,over 10cm in width or girth including preparation of surface complete all as specified and directed by Engineer-in-Charge. | 40 | Sqm |
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