Military Engineer Services-MES has published Repair To False Ceiling , Roofing And Roof Treatment And Repair/Maint Of Sewage Lines At Lgj Mil Stn. Submission Date for this Tender is 17-02-2021. Shed Construction Tenders in GE Lalgarh Jattan Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Feb-2021 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 17-02-2021 |
| Name of Work: REPAIR TO FALSE CEILING, ROOFING AND ROOF TREATMENT AND REPAIR/MAINT OF SEWAGE LINES AT LGJ MIL STN | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling asbestos cement (corrugated / semi corrugated) sheets including ridges as in roof covering complete all as specified & directed by Engineer-in-Charge. | 2000 | Sqm | |
| 2 | 2 | Material and labour for 6mm thick asbestos cement (corrugated / semi corrugated) sheets in roof , walls are fixed with L-type or J type cranked hook bolts complete all as specified & directed by Engineer-in-Charge. | 100 | Sqm | |
| 3 | 3 | Fixing only for 6mm thick asbestos cement (corrugated / semi corrugated) sheets in roof , walls are fixed with L-type or J type cranked hook bolts complete all as specified & directed by Engineer-in-Charge. | 50 | Sqm | |
| 4 | 4 | Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified | 1700 | Sqm | |
| 5 | 5 | Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified | 150 | Sqm | |
| 6 | 6 | Dismantling of mild steel wind tie all as specified & directed by Engineer-in-Charge. | 200 | kg | |
| 7 | 7 | Fixing only for mild steel wind tie are fixed with L-type or J type cranked hook bolts complete all as specified & directed by Engineer-in-Charge. | 50 | kg | |
| 8 | 8 | Supply and Fixing for mild steel wind tie are fixed with L-type or J type cranked hook bolts complete all as specified & directed by Engineer-in-Charge. | 150 | kg | |
| 9 | 9 | Dismantling of brickwork or stone / boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc. but excluding ashlar facings, dressed stone work and precast concrete articles including cleaning and stacking serviceable brick for re use and balance removing rubbish from the site complete all as specified and as directed by Engineer-in-charge. | 53 | Cum | |
| 10 | 10 | Material and labour for brick work in full brick thick wall using Fly Ash bricks (old size bricks) straight or curved on plan to any radius built in cement mortar (1:6) complete all as specified & directed by Engineer-in- charge. | 53 | Cum | |
| 11 | 11 | Dismantling of brick tiles laid flat or on edge in floor and pointing in cement mortar of any discription including removing rubbish material from the site complete all as specified and as directed by Engineer-in-charge. | 10 | Ten Sqm | |
| 12 | 12 | M & L for 40mm thick brick tiles laid on lime concrete & joints grouted flush pointed in cement mortar (1:3) mixed with 5% of crude oil by weight of cement complete all as specified and directed by Engineer-in-Charge.\n | 80 | Sqm | |
| 13 | 13 | ,---ditto--- all as per serial No. 12 above but except brick tiles complete all as specified and directed by Engineer-in-Charge. | 20 | Sqm | |
| 14 | 14 | M&L for raking out joints / pointing to brick work in roofs, incl cleaning the roof surface complete all as specified and directed by Engineer-in-charge. | 100 | Ten Sqm | |
| 15 | 15 | M&L for flush pointing in cement mortar (1:3) mixed with 5% of crude oil by weight of cementto brick tiles on roof complete all as specified and directed by Engineer-in-charge. | 5 | Ten Sqm | |
| 16 | 16 | Dismantling of AC plain ceiling board in any thickness including complete all as directed by Engineer-in-Charge. | 450 | Sqm | |
| 17 | 17 | M & L for 4mm thick asbestos cement plain building boards fixed to timber frame work or MS frame work as in false ceiling fixed with screws incl white wash complete all as specified & directed by Engineer-in- charge. | 50 | Sqm | |
| 18 | 18 | S&F armstrong mineral fiber accoustical suspended ceiling system with ANF(Micro look) EGE tiles with arm strong silhouette exposed grid. The tiles should have humidity resistance (RH) of 90%. NRC 0.5%. Light reflectance shall be more than 85% thermal conductivity K=0.052-0.057 w/mk. colour shall be white, fire perfomance class 0/class 1 (BS 4760 in module size of 600mmx600mmx15mm with bioblock coating on the face of tiles. suitable for green building application with recycle content of 63% the tiles shall be laid on arm strong silhouette profile grid system with 15mm with flanges incorporating 6mm central revel in white/black colour and with a web height of 45mm and and load carrying capacity of minimum 15.68kg/sqm.silhouette , main runner and cross runner shall have mitred end and birdsmouth notches to provides mitred juction. the Tee section hace a galvanised of 125gms/sqm complate all as specified and directed by Engineer-in-charge. | 400 | Sqm | |
| 19 | 19 | Taking down cement plaster from brick wall or concrete surfaces or ceiling including raking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed | 550 | Sqm | |
| 20 | 20 | M&L rendering 15mm thick cement plaster on brick walls or concrete, surface in cm 1:6 and surface to be finished even smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. | 150 | Sqm | |
| 21 | 21 | M&L for rendering 15mm thick on brickwork or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement including mixing of WPC in mortar complete all as specified and directed by Engineer-in-Charge. | 550 | Sqm | |
| 22 | 22 | M & L rendering 5 mm thick in cement mortar (1:3) on fair faces of concrete surfaces of ceiling finished fair and even without using extra cement complete all as specified & directed by Engr-in-charge. | 50 | Sqm | |
| 23 | 23 | M&L preparing newly plastered or pointed surface of wall and applying three coats of white wash on walls complete all as specified and directed by Engineer-in-Charge. | 150 | Sqm | |
| 24 | 24 | M&L preparing newly plastered or pointed surface of ceiling and applying three coats of white wash on ceiling complete all as specified & directed | 50 | Sqm | |
| 25 | 25 | M&L for preparation of new plastered or pointed surface of walls and applying two coats of cement base paint complete all as specified and directed by Engineer-in-Charge. | 350 | Sqm | |
| 26 | 26 | Dismantling of brick tiles in floor laid dry and pointed in cement morter complete all as specified and as directed by engineer-in-Charge. | 100 | 10 Sqm | |
| 27 | 27 | Demolition mud in roofs, any thickness, including plastering and leeping complete all as specified and directed by Engineer-in-Charge. | 40 | Cum | |
| 28 | 28 | M&L for 40 mm thick cement concrete type B0, 1:2:4 (12.5 mm graded stone aggregate) as in roof padding and laid in slope 1:30 complete all as specified and directed by Engineer-in-Charge. | 1150 | Sqm | |
| 29 | 29 | M&L applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 Kg per sqm as in roof including cleaning surfaces complete all as specified and directed by Engineer-in-Charge. | 1150 | Sqm | |
| 30 | 30 | M & L APP based membrance minimum weighing 3 KG per sqm and minimum 3mm thick reinforced with polyster non woven fabric (wt not less than150 gms/sqm) laid on primed surface by torced application with APP membrane over a coat of Aluminium paint over 10mm thick screed bed in CM 1:3 mixing of WPC in mortar complete all as specified and directed by Engineer-in-Charge. | 1150 | SQM | |
| 31 | 31 | M&L PCC 1:2:4 type B-1, using (20mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges including necessary form work etc complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | |
| 32 | 32 | Supply only integrated water proofing compound complete all as directed by Engr-in-charge.\nMake:- Dr Fixit/Fosroc/BASF/STP.\n | 265 | Kg | |
| 33 | 33 | M&L for Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed by Engineer-in-Charge. | 3000 | Kgs | |
| 34 | 34 | M&L preparation of new steel surfaces over 10cm in width or girth & applying 2 coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. | 400 | Sqm | |
| 35 | 35 | Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge. | 270 | Cum | |
| 36 | 36 | Returning filling in including spreading leveling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and directed by Engineer-in-Charge. | 170 | Cum | |
| 37 | 37 | Removal of excavated soil to a distance n.exc. 50m above the starting point complete all as specified and directed by Engineer-in-Charge. | 75 | Cum | |
| 38 | 38 | M&L PCC 1:4:8 type C2 using 40mm graded stone aggregate as in foundation filling complete all as specified and directed by Engineer-in-Charge. | 34 | Cum | |
| 39 | 39 | Material and labour for moorum bed to drain pipes, spread, levelled and rammed including watering complete all as specified and directed by Engineer-in-Charge. | 46 | Cum | |
| 40 | 40 | Supply and laying DWCPE (SN8) 180 (OD)/163 (ID) mm diameter drain pipes as per IS-16098 (Part-II), laid in trenches on moorum bed to required slope, including all accessories/fittings, jointing and tested complete all as specified and as directed by Engineer-in-Charge | 1000 | RM | |
| 41 | 41 | M&L PCC 1:2:4 type B1 using 20mm graded stone aggregates for coping & benching to main holes etc complete all as specified and directed by Engineer-in-Charge. | 3 | Cum | |
| 42 | 42 | Cleaning of blocked Kitchen trap/ nahani trap / WC any type/pattern (Pedastal/squatt pattern) upto 1st manhole and making the drain pipe of any size full functional by flushing with water to entire satisfaction of Engineer-in-charge including cleaning of 1st manhole and removing the waste material/sludge etc to a distance n.exc. 300m and burrying the same in pits.And spreading bleching powder to the effected area.Complete all as specified. \nNOTE :(a) Cost of excavation and earth work for pits for burrying the waste/sludge etc shall deemed to be included in the unit rate. (b) Any damage caused during cleaning shall be made good to entire satisfaction to Engineer-in-charge by the contractor without any extra cost. | 3100 | Each | |
| 43 | 43 | Cleaning of underground SGSW/DWCPE/SN2 sewage pipes (Cleaning length n.exc. 30m from manhole to manhole or from manhole to septic tank) including taking off manhole cover and cleaning of manholes of any size and depth by using mechanized suction machine and throwing water into non residential area or in drain/nallah and replacing manhole cover in position after cleaning. Complete all as specified for sewage pipe lines of 150 mm bore pipes size. NOTE: (a) Cost of excavation and earth work for pits for burrying the waste/sludge etc shall deemed to be including the unit rate. (b) Any damage caused during cleaning shall be made good to the entire satisfaction to Engineer-in-charge by the contractor without any extra cost. (c) Once cleaned the sewage lines, the contractor shall maintain the lines funtional upto date of completion. | 3475 | Each | |
| 44 | 44 | Cleaning of underground SGSW/DWCPE/SN2 sewage pipes (Cleaning length n.exc. 30m from manhole to manhole or from manhole to septic tank) including taking off manhole cover and cleaning of manholes of any size and depth by using mechanized suction machine and throwing water into non residential area or in drain/nallah and replacing manhole cover in position after cleaning. Complete all as specified for sewage pipe lines of 200 mm bore pipes size. NOTE: (a) Cost of excavation and earth work for pits for burrying the waste/sludge etc shall deemed to be including the unit rate. (b) Any damage caused during cleaning shall be made good to the entire satisfaction to Engineer-in-charge by the contractor without any extra cost. (c) Once cleaned the sewage lines, the contractor shall maintain the lines funtional upto date of completion. | 3500 | Each | |
| 45 | 45 | Cleaning of underground SGSW/DWCPE/SN2 sewage pipes (Cleaning length n.exc. 30m from manhole to manhole or from manhole to septic tank) including taking off manhole cover and cleaning of manholes of any size and depth by using mechanized suction machine and throwing water into non residential area or in drain/nallah and replacing manhole cover in position after cleaning. Complete all as specified for sewage pipe lines of 100 mm bore pipes size. NOTE: (a) Cost of excavation and earth work for pits for burrying the waste/sludge etc shall deemed to be including the unit rate. (b) Any damage caused during cleaning shall be made good to the entire satisfaction to Engineer-in-charge by the contractor without any extra cost. (c) Once cleaned the sewage lines, the contractor shall maintain the lines funtional upto date of completion. | 1100 | Each | |
| 46 | 46 | Supply and fixing cast iron acces door cover for 75mm bore pipes including all accesseries complete all as specified and directed by Engineer-in-Charge. | 100 | Each | |
| 47 | 47 | ,---ditto all as per serial item No. 46 above but for 100mm complete all as specified and directed by Engineer-in-Charge. | 100 | Each | |
| 48 | 48 | S & F in repair cast iron bends (any radius) with Ducks foot or heel rest bend of 100mm bore dia. Complete all as specified. | 65 | Each | |
| 49 | 49 | S & F in repair cast iron bends (any radius) with Ducks foot or heel rest bend of 75 mm bore dia. Complete all as specified. | 50 | Each | |
| 50 | 50 | Demolition of cement concrete as in bed to drain pipe including packing under and haunching against the sides of pipe or as in manhole benching/bed etc. Complete all as specified. | 1000 | RM | |
| 51 | 51 | M & L Cutting into existing manholes for connecting new drains, making good to pipe and rendering cutting out existing benching for and forming branche channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 20mm graded crushed stone aggregate smooth finished and forming benching as required. Internal dia of pipe 150mm complete all as specified and directed by Engineer-in-Charge. | 72 | Each | |
| 52 | 52 | M & L precast cement concrete type B-1, 1:2:4 (20mm graded crushed stone aggregate) as in manhole cover set in CM 1:4 complete all as specified and directed by Engineer-in-Charge. | 3.5 | Cum | |
| 53 | 53 | Demolition of reinforced cement concrete (reinforcement cut as reuired to facilitate demolition). Complete all as specified. | 3.5 | Cum | |
| 54 | 54 | M & L TMT bars 8mm mm dia in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia) complete all as specified and directed by Engineer-in-Charge. | 368 | Kg | |
| 55 | 55 | S & F 100 mm dia Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid In walls complete all as specified and directed by Engineer-in-Charge. | 320 | RM | |
| 56 | 56 | S & F 75 mm dia Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid In walls complete all as specified and directed by Engineer-in-Charge. | 270 | RM | |
| 57 | 57 | Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking it out of Walls, if required complete all as specified and directed by Engineer-in-Charge. | 450 | RM | |
| 58 | 58 | S&F 75mm thick precast cement concrete (RCPC) drain cover slab of size 600x450mm of 2 MT load bearing capacity complete all as specified and directed by Engineer-in-Charge. | 35 | Each | |
| 59 | 59 | Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
