Military Engineer Services-MES has published Tender For Repair/ Maintenance To Sewage Line / Septic Tank, Boundary/ Security And Connected Items For Otm And Md Accommodation At Medical Complex And Adjoining Area Under Age B/R-I Of Ge (N) Udhampur. Submission Date for this Tender is 27-05-2024. Electrification Work Tenders in udhampur Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| e4fc374e-8867-442d-b77c-99ae4b4f0c0c.html | Tender Notice | 0 KB |
| BOQ_730312.xls | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| TENDER_18.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | M&L for systematically Cleaning of blockage of WC Indian, Orrisa pattern or European type and bathroom/ kitchen including cleaning of Nahani traps/gully traps/floor by removing of all the mud/sludge and getting out in including cleaning of SGSW or CI pipe upto Ist manhole and depositing the sludge in a pit of suitable size at a distance not exceeding 50 metres from the gully trap and covering the same with the soil obtained from excavation of of pit including all excavations and earth work complete all as specified and as directed by Engineer-in-charge. Note :- (i) The contractor or his authorised representative shall collect the complaints of all blockage from complaint cell/ Engr-in-charge daily and all complaints will be rectified by the contractor within same day and returned the complaint slip after completion of complaint and get receipt from concerned JE/Engr-in-charge. If he fails to complete the work within same day then recovery will be made @ Rs 50.00 per complaint per day.(ii) Work shall be done in foul conditions, necessary precautionary measures/ equipments to be adopted by the contractor. (iii) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. |
| 2 | M&L for Systematically cleaning of the sewage lines including gully traps by passing ropes, Knots, bamboo/wire/kandi rotary cleaner etc for any type of dia of sewage pipe, complete all as specified and as directed by Engr-in-Charge. |
| 3 | Cleaning and desludging of manholes of any size, shape and anydepthincluding pumping out liquid waste if any, removing all solidwaste materials such as stones, bricks, pipes, plastic muds etc, plugging/ diverting of flow if required and removing the debris outside MD land etc including all precautionary and safety measures all as directed. |
| 4 | M&L for cleaning and desludging & de-wateringof existing septic tanks for 100 users and opening covers, and including inlet and outlet chambers and soakage well, taking out sludge & sewage water in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means , and removing waste material/sludge etc to a distance n.exc50 mtr including digging, burying in ground (Qty of desludging taken out n. exc 12.0 Cum and Dewatering n exc 12.0 Cum from Each Septic tank) complete all as specified and directed by Engineer-in-charge. Note :- (i) Work shall be done in foul conditions, necessary precautionary measures/equipments to be adopted by the contractor. (ii) The solid or semi solid sludge shall be buried in pits and fully covered with a layer of lime powder and earth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and re-fixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. |
| 5 | Same as item No. 4 above but 50 users capacity (desludging n exc 6.0 cum and dewatering n exc 6 cum from each septic tank) complete all as specified. |
| 6 | Same as item No. 4 above but 25 users capacity (desludging n exc 4.0 cum and dewatering n exc 4 cum from each septic tank) complete all as specified. |
| 7 | M&L for excavation in trenches in any type of soil not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out inany type of soil, complete all as specified and directed by the Engr-in-charge. |
| 8 | M&L for HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, of 180mm internal dia, pressure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. Note :- Rates included for taking out old sewagepipe any type and dia, bends any size and type, Y Jn coupler /adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose. |
| 9 | M&L HDPE DWC (Double wall corrugated) pipes confirming to IS-16098, of 150mm internal dia, presure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed. Note :- Rates included for taking out old sewagepipe any type and dia, Y Jn coupler /adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose. |
| 10 | M&L for 150 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified. |
| 11 | M&L for 200 mm dia Reinforced concrete pipes class NP2, laid and jointed completed with collar complete all as specified. |
| 12 | M&L for 450 mm dia Reinforced concrete pipes class NP2, laid and jointed completed with collar complete all as specified. |
| 13 | M&L for cement concrete in 1:4:8 type D-2 (using 40 mm graded stone aggregate) in foundation bed for laying of sewage lines or mass concrete, complete all as specified and as directed by Engr-in-Charge. |
| 14 | M&L for Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by the Engr-in-charge. |
| 15 | M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by the Engr-in-charge. |
| 16 | M&L for Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar in any dia all as specified and directed by the Engr-in-charge. |
| 17 | M&L for Dismantling/ taking out of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches/wall upto & incl of internal dia of pipe 100/75 mm, all as specified and directed by the Engr-in-charge. |
| 18 | S&F for 100 mm dia Cast iron Sand soil pipes, waste and vent pipes in any length with or without ears with cement joints, laid in trenches or in floors all specified and directed by the Engr-in-charge. |
| 19 | S&F for 100 mm dia Cast iron Sand pipes, waste and vent pipes, in any length with or without ears with cement joints, fixed to wall with MS clamps all specified and directed by the Engr-in-charge. |
| 20 | All as per Sl. item No 19. above but refixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge. |
| 21 | S&F for 75 mm dia iron sand cast pipes, waste and vent pipes, in any length with or without ears with cement joints, fixed to wallwith MS clamps all specified and directed by the Engr-in-charge. |
| 22 | All as per Sl. item No 21.above but re-fixing only (except pipe) with stack clamp, etc, complete all as specified and as directed by Engr-in-Charge. |
| 23 | S&F in repairs CI sand cast 100mm bore bends/ reducer/Tee (any radius) with access door diminishing pieces or tapers (larger bore measured) all as specified all specified and directed by the Engr-in-charge. |
| 24 | All as per srl item No. 23 above but 75mm bore, complete all as specified and as directed by Engr-in-Charge. |
| 25 | S&F in repairsCI sand cast 100mm bore Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches all as specified all specified and directed by the Engr-in-charge. |
| 26 | All as per srl item No. 25 above but 75mm bore, complete all as specified and as directed by Engr-in-Charge. |
| 27 | S&F for 100 mm bore CI vent cowl including taking down old CI vent cowl of any type. |
| 28 | S&F for 75 mm bore CI vent cowl including taking down old CI vent cowl of any type. |
| 29 | M&L for Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends swan necks, etc, including cleaning or re-fixing or removal to store (measured overall as fixed along the centre line over fitting and accessories). |
| 30 | S&F for 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with MS clamps, all as specified and directed by the Engr-in-charge. |
| 31 | S&F for 110 mm bore PVC (SWR) bends with access door any radius, all as specified and directed by the Engr-in-charge. |
| 32 | S&F 75 mm bore PVC (SWR) floor trap with stainless steel grating including jointing to waste pipe fixed in cement with solvent cement, including taking down old PVC or CI floor trap of any type complete all as specified. |
| 33 | S&F PVC (SWR) pipes of bore 75mm single socketed in any length with rubber ring joints laid in floors complete all as specified and directed by the Engr-in-charge. |
| 34 | M&L for taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete, all as specified and directed by the Engr-in-charge. |
| 35 | M&L for 15 mm thick cement plaster on the fair face of brick or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement, all as specified and directed by the Engr-in-charge. |
| 36 | M&L for demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillar etc but excluding ashlar facing , dressed stone work and precast concrete articles, complete all asspecified andas directed. |
| 37 | M&L for Brick work with sub class "B" bricks, straight or curved on plan exceeding 6 metre mean radius, using old size bricks, built in cement mortar 1:6 , complete all as specified andas directed. |
| 38 | All as per item No. 37 herein before, but except bricks. Note-Old bricks obtained against dismantling shall be used. |
| 39 | M&L for walling of random rubble, un-cursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed by the Engr-in-charge. |
| 40 | All as per Srl item 39 above here n before but except stone. |
| 41 | M&L for flush pointing to random rubble, un-coursed on brought upto course on masonry or concrete block walling in cement mortar 1:4 complete all as specified and as directed by the Engr-in-charge. |
| 42 | M&L for 50mm thick, PCC 1:3:6 type C1 (using 20mm graded stone aggregate) in plinth protection finished even & smooth without using extra cement including making joints 10mm wide and 30mm deep at spacing not more than 2.5m and at corners as mandatory and filled with sealing compound grade A complete all as specified and directed. |
| 43 | M&L for providing cement concrete 1:3:6 type C-1 (Using 20 mm graded crushed stone aggregate) as in coping, etc including necessary formwork as required complete all as specified and as directed by the Engr-in-charge. |
| 44 | M&L for Cement concrete 1:2:4type B-0 (Using 12.5 mm graded crushed stone aggregate) as in surface channel or drain including necessary form work etc, complete all as specified and as directed by the Engr-in-charge. |
| 45 | M&L for pre-cast RCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) in cover slabs for man holes with plain faces finished fair and smooth etc, set in CM1:6 and including necessary formwork if required incl. demolition of old slabs complete all as specified. |
| 46 | M&L RCC Nominal Mix 20mm gradded aggregate (1:2:4) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like as specified and as directed. |
| 47 | M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping). |
| 48 | M&L for dismantling/ demolitionof wrought iron/mild steel / steel works of any description and in any position, complete all as specified and as directed by Engr-in-charge. |
| 49 | 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; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165. |
| 50 | M&L for MS TMT bars 8 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia all as specified and directed. |
| 51 | M&L for Demolition of cement concrete (un reinforced) in ground floor and paving n/exe 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 52 | M&L for Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 53 | S & F in repair Wash down water closet (Pedestal pattern), complete with Pedestal pan and trap, including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc. including PVC Seat and cover for pedestal pan complete all as specified and directed. |
| 54 | S&F in repair PVC low level flushing cistern of capacity 10 ltr. white with inlet, ball valve, float and handle including brackets, flush pipe of polyethylene of low or high density or PVC 32mm dia and connection to pipes. |
| 55 | S&F in replacement wash basins, vitreous china(flat back or angle back type)size 550 X 400mm,with pedestal height 800mm including cutting for and pinning in ends of brackets or erecting stand including CP wastecoupling 32mm and pvc waste pipe 32mm bore complete all as specified and directed by Engr-in-Charge. |
| 56 | S&F in repairfor Vitreous China Urinal, half stall type, white (excluding flushing cistern, flush pipe) but including waste coupling,Urinal spreader with PVC connections and waste pipe, complete all as specified and as directed . |
| 57 | M&L for Chequered vitrified tiles 20cmx20cmx25mm thick coloured with grey cement & admixtures laid over 15mm thick cement mortar 1:4 set, jointed and pointed in neat cement slurry in floors, complete all as specified and as directed. |
| 58 | M&L for Machine pressed rubber moulded manufactured/ compacted by vibrating table method pre-cast concrete interlocking paver block Laquor finish any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment and joints filled with sand complete all as specified and directed. |
| 59 | M&L for Re-fixing of interlocking tiles of any thickness laid dry in position over sand cushioning including dismantling of existing tiles, complete all as specified and as directed. |
| 60 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. |
| 61 | M&L for 75mm thick PCC 1:4:8 type D1 (using 20mm graded stone aggregate) as in Sub base complete all as specified and directed. |
| 62 | M&L for Providing and laying water proofing treatment to sunken portion of WCs, bathrooms, etc by applying first layer of slurry of cement @ 0.488kg/Sqm mixed with acrylic based polymer modified cementitious composite compound @ 0.253kg/sqm this layer allowed to air cure for 4 hrs then applying slurry of cement @ 0.242 kg/sqm mixed withacrylic based polymer modified cementitious composite compound @0.126kg/sqm and allowed to aircure for 4 hrs and joints seal with sealing compound as approved by GE. Note:(i) Before laying of lime concrete joints of trap/WC/Soil pipes shall be properly sealed with sealing compound of Roofex/Forre/FOSROC and provn of P or S trap & Nahani /Floor traps with long arm. |
| 63 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in Cement mortar as in CM 1:3 finishing even & smooth w/o using extra cement, complete all as specified and as directed. |
| 64 | M&L for lean concrete using 40mm graded stone aggregate as in 1:5:10 as in sunken portion treatment, complete all as specified and as directed. |
| 65 | M&L for vitreous china squalting pan, orissa pattern size 580 x 440 mm white with integral foot rests, P or S trap long body with integral foot rest and fixed with cement concrete bedding complete all as per specified. (Fixed in Repair). Make-CERA, Cat part No. 2071, Jaquar –CNS-WHT-OP01 or equivalent of any approved make as approved by GE. |
| 66 | M&L Non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exc 0.11sqm but n exc 0.18 sqm in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match incl 10mm thick screed bed in Cement mortar (1:4) complete all as specified and directed. |
| 67 | M&L for Vitrified light shade Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed in CM 1:4 complete all as specified and as directed. |
| 68 | M&L for Glazed ceramic coloured digital tiles in vertical surfaces of wall of size 450mm x 300mm x 7 mm thick as approved pattern approved by GE, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10 mm thick rendering in Cement mortar 1:4 as in skirting, dado, etc, complete all as specified and directed. |
| 69 | M&L for 25mm thick PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in floor base of tiles complete all as specified and directed. |
| 70 | M&L for dismantling of floor hearth or wall tiling incl CM, bedding (but not backing) and rubbish off the premises complete all as specified and directed. |
| 71 | M&L for Preparation of new plaster surfaces ofwallandapplying two coats of cement based paint over a coat of alkali resistant cement base primer on wall surfaces complete all as specified and directed. |
| 72 | S&F in repair PVC flexible urinal pipe 50mm dia 900 long all as specified and directed. |
| 73 | S&F in repair PVCflexiblewaste pipe for wash basin /sink all as specified and as directed |
| 74 | S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction of Engr-in-Charge. |
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