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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC 68 BANK COLONY SUNDER NAGAR PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.0 L+₹56,413 (4.54%)Rejected-Finance BX 167 4 ISHWAR NAGAR PATHANKOT PUNJAB 145001 UDYAM PB 16 0001334 03AALFR1593C1ZE B R | PATHANKOT | PUNJAB | 145001 | L2 | Rejected-Finance Being not a lowest |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
3 Sept 2020, 6:00 pmClosed
GE WEST PATHANKOT
GE WEST PATHANKOT
REPAIR CLEANING AND DESLUDGING OF SEWAGE LINE SEPTIC TANK MANHOLES SANITARY FITTINGS MH COVER ETC IN MD ACCN UNDER AOR OF AGE BR I OF GE WEST PATHANKOT
2020_MES_367278_1
GE/PKT-12/2020-21
Open Tender
Civil Works
Works
335 days
GE WEST PATHANKOT
Class E Cat a i
9 documents required · 9 mandatory
₹500
GE West Pathankot
₹40,000
Yes
11 Sept 2020
7 Aug 2020
5 Sept 2020
7 Aug 2020
3 Sept 2020
21 Aug 2020
Amount
To attend and rectify of sewage system complaint in daily routine basis as per complaint lodged by user at complaint cell of AGE B/R-I Sub division by deploying manpower by cleaning/clearing/removal blockage such as blockage/ chocked in any type/size/height/depth/location of WCs/urinal/bathroom /kitchen /WHB upto 1st manhole of sewage line along with any type/size/height/depth bore of outlet SGSW/PVC/CI/ UPVC/RCC etc pipe & including all kind of traps such as inspection chamber/Floor/ Nahani /Gully /Intercepting /bottle trap/P or S/multi floor traps of any type SGSW/PVC/CI/UPVC etc and in any position below or above ground level, in any floor, located in different situations, including opening/clearing eyes of sewage waste pipes/vent pipe etc, opening the access cover/grating and taking out/removing all material such as sludge/ soil waste/sludge water/polythene /mud/silt/liquid/semi liquid / semi solid/solid /bricks bats/debris/soil etc any unwanted materials of any kind etc including flushing with adequate water after cleaning make the all system fully functional to the entire satisfaction of Engr-in-Charge, re-fixing the existing opened access cover and removing all retrieved material/unwanted/foreign material in any liquid/solid state etc outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same minimum 25cm thick compacted layer of soil with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene. Adequate water for flush out be arranged by the contractor without any extra cost complete all as specified and directed+B75
To attend and rectify of sewage system complaint in daily routine basis as per complaint lodged by user at complaint cell of AGE B/R-I Sub division by deploying manpower by opening of man hole cover and Cleaning of RCC/UPVC/PVC/SGSW/CI sewage pipe line of size 100mm/150mm/160mm/200mm/300mm bore laid in trenches in any depth from gully trap /inspection chamber to man holes or from manholes to manholes or manhole to septic tanks in horizontal or vertical position including connected manhole in any size/depth by rodding from gully trap /inspection chamber to man holes or from manholes to manholes or manhole to septic tanks, bailing out waste water from Manholes & sewage pipe line, taking out/removing all material such as sludge/ soil waste/polythene /mud/silt/liquid/semi liquid / semi solid/solid /bricks bats/debris/soil/night soil waste including any unwanted materials of any kind etc from sewage line including connected manholes including flushing with adequate water after cleaning of same and make the sewage pipe line along with manholes fully functional to the entire satisfaction of Engr-in-Charge, re-fixing the existing opened access cover and removing all retrieved material/unwanted/foreign material in any liquid/solid state etc outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same minimum 25cm thick compacted layer of soil with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene. Adequate water for flush out be arranged by the contractor without any extra cost complete all as specified and directed
To attend and rectify of sewage system complaint in daily routine basis as per complaint lodged by user at complaint cell of AGE B/R-I Sub division by deploying manpower by opening of man hole cover by cleaning/clearing/removal blockage of manholes at different locations in any size and depth not exceeding 1.50meter from GL, mouth of outlet/inlet pipes by taking out/removing all material such as sludge/ soil waste/polythene /mud/silt/liquid/semi liquid / semi solid/solid /bricks bats/debris/soil/night soil waste including any unwanted materials of any kind etc causing blocking, including bailing out waste water from manholes, cleaning the sides and floors of the manhole including flushing with adequate water after cleaning make the manholes fully functional to the entire satisfaction of Engr-in-Charge re-fixing the existing opened access cover and removing all retrieved material/unwanted/foreign material in any liquid/solid state etc outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same minimum 25cm thick compacted layer of soil with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene. Adequate water for flush out be arranged by the contractor without any extra cost complete all as specified and directed.
All as per Srl item no 03 here-in-before but manholes depth exceeding 1.50meter but not exceeding 3.00meter.
All as per Srl item no 03 here-in-before but manholes depth exceeding 3.00meter but not exceeding 4.50meter.
Cleaning of septic tank at different locations of any description up to any users capacity Mechanically only with using sewage tankers/ Truck mounted hydraulic jet pressure machine with heavy duty flushing the sewage line and with heavy duty sewage pumps sewage suction pump including necessary other arrangements such as sweepers to clean up the site after work in the following steps:- (i) Bailing out/dewatering of septic tank (ii) Removing of all sludge/waste material (liquid/ semi liquid /solid/semi solid), Silt, bricks bats, debris, mud, soil, polythene etc any kind of materials from all chambers of the septic tank, clean the floor and walls of the tank after removing the same complete (iii) Removing the blockage of inlet/outlet pipe in any depth ,in any situation (iv) Finally flushing septic tank including inlet/outlet with adequate water and making fully functional the septic tanks with entire satisfaction of Engr-in-charge and taking out all type material, sludge/ soil waste, liquid/ semi liquid /solid/semi solid or any unwanted materials of any kind etc and removing outside the periphery of defence land at his own arrangement in packed container where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene. Adequate water for flush out sludge to be arranged by the contractor without any extra cost and including taking out manholes cover and re-fixing the same after cleaning/removing blockage, fully functional complete all as specified and directed. Note: - A particular septic tank which is undertaken once for cleaning and paid for shall be kept functional for entire contract period and no extra payment shall be made for repetitive cleaning if required
M & L for Dewatering/pumping/Bailing out of soak well/filter bed at different locations completely of size not exc 1.80 mtr dia and not exc 4.50 mtr depth Mechanically only with using sewage tankers/ Truck mounted hydraulic jet pressure machine with heavy duty flushing the sewage line and with heavy duty sewage pumps sewage suction pump including necessary other arrangements such as sweepers to clean up the site after work including taking out/removing all material such as sludge/ soil waste/polythene /mud/silt/liquid/semi liquid /night soil waste etc by only sewage suction pipe including flushing with adequate water to make the same sewage system fully functional to the entire satisfaction of Engr-in-Charge, re-fixing the existing opened access cover and removing all retrieved material/unwanted/foreign material in any liquid/solid state etc outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same minimum 25cm thick compacted layer of soil with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene. Adequate water for flush out be arranged by the contractor without any extra cost complete all as specified and directed complete all as specified and directed. Note:- A particular soak well/filter bed which is undertaken once for cleaning and paid for shall be kept functional for entire contract period and no extra payment shall be made for repetitive cleaning if required
All as per Ser item no 07 herre-in-before but size of soak well not exc 3.00mtr dia and not exc 6.00mtr depth.
Cleaning/clearing/removal blockage of manholes n.exc 1.5 m metre depth .Mechanically only with using sewage tankers/ Truck mounted hydraulic jet pressure machine with heavy duty sewage pumps flushing the sewage line and with heavy duty sewage suction pump including necessary other arrangements such as sweepers to clean up the site after work by opening of man hole cover of manholes at different locations in any size and depth not exceeding 1.50meter from GL including mouth of outlet/inlet pipes by taking out/removing all material such as sludge/ soil waste/polythene / mud/silt/liquid/semi liquid / semi solid/solid /bricks bats/debris/night soil waste, vegetation, deposited mud or any other unwanted materials of any kind etc causing blocking including bailing/dewatering/pumping out all type liquid materials from manholes ,cleaning the sides and floors of the manhole, including flushing with adequate water after cleaning make the manholes fully functional to the entire satisfaction of Engr-in-Charge, re-fixing the existing opened access cover and removing all retrieved material/unwanted/foreign material in any liquid/solid state etc outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same minimum 25cm thick compacted layer of soil with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene. Adequate water for flush out be arranged by the contractor without any extra cost complete all as specified and directed. Note:- A particular manholes which is undertaken once for cleaning and paid for shall be kept functional for entire contract period and no extra payment shall be made for repetitive cleaning if required
All as per Srl item No 09 here-in-before but manholes depth exceeding 1.50meter but not exceeding 3.00meter.
All as per Srl item No 09 here-in-before but manholes depth exceeding 3.00meter but not exceeding 4.50meter.
Cleaning/clearing/removal blockage Mechanically only with using sewage tankers/ Truck mounted hydraulic jet pressure machine with heavy duty sewage pumps flushing the sewage line and with heavy duty sewage suction pump including necessary other arrangements such as sweepers to clean up the site after work by opening of man hole cover of connected man holes at different locations and Cleaning/removing blockage of RCC/UPVC/PVC/SGSW/CI sewage/waste pipe line of size 100mm/150mm/160mm/200mm/300mm bore, at different locations, laid in trenches in any depth from gully trap /inspection chamber to man holes or from manholes to manholes or manhole to septic tanks in horizontal or vertical position including connected manhole in any size/depth from gully trap /inspection chamber to man holes or from manholes to manholes or manhole to septic tanks, bailing out waste water from Manholes & sewage pipe line, taking out/removing all material such as sludge/ soil waste/polythene /mud/silt/liquid/semi liquid / semi solid/solid /bricks bats/debris/soil/night soil waste, vegetation including all other any unwanted materials of any kind etc casing blockage from sewage line along with manholes including flushing with adequate water after cleaning of wall/floor surface of manholes and make the sewage pipe line along with manholes fully functional to the entire satisfaction of Engr-in-Charge, re-fixing the existing opened access cover and removing all retrieved material/unwanted/foreign material in any liquid/solid state etc outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same minimum 25cm thick compacted layer of soil with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene. Adequate water for flush out be arranged by the contractor without any extra cost complete all as specified and directed. Note:- A particular sewage pipe line including manholes which is undertaken once for cleaning and paid for shall be kept functional for entire contract period and no extra payment shall be made for repetitive cleaning if required
Surface excavation not exc 30 cm depth and averaging 15cm deep in foul condition for removing heaps of waste, cleaning of flora, fauna , foliage and bushes around septic tanks, manholes and soak pits removing debris/ heaps of bushes etc from vicinity and depositing at a place outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same minimum 25cm thick compacted layer of soil with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene complete all as specified and as directed.
Taking out old brick bats from soakage pit/wells and removing the same outside the periphery of defence land at his own arrangements where sanitary hazards do not take place as per directions/ instructions of civil authority. Note:- Unit rate quoted by tenderer shall include taking out brick bats and removing including loading / unloading and transportation etc
Material and Labour for loose filling with aggregate of broken bricks , gauge n.exc 80mm to 150 mm in soakage pit/ soakage wells complete all as specified and directed.
Removing the building material such as broken brick dust, chipping of stone/cement concrete, sand aggregate, AC sheet scrap including necessary excavation if required at site etc to a distance exc 100M but n.exc. 1000M from the loading place including loading, unloading and stacking at the destination spreading and leveling at the low laying area as directed by Engr-in-Charge. Note: The building material (average) will be loosen by excavating and brought to the shape of stack for measurement before loading 0.65 cum of material will be measured as one load for all type of materials given above.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m area on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. Note:-(1) The excavation work will be carried out manually or mechanical means in any location/ area as directed by Engr-in- charge. (2) Any damage occur to water supply pipe line/ electric cable/existing drain/sewage line during excavation work will be make good up to satisfaction of Engr- in-charge.
All as per Srl item No 17 here-in-before but depth exc 1.50 m but not exc 3.00 m.
All as per Srl item 17 here-in-before but depth exc 3 m but not exc 4.5 m deep.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm with any type of soil complete all as specified and directed..
Removing excavated Soils material to a distance exc. 250m but n exc. 500 m and depositing where directed at a level not exc. 1.5m from the starting point, complete all as specified and directed.
M&L for UPVC pipe 160mm dia type "B" with wall thickness 4mm(min) of pressure rating 8 KN/sqm laid in trenches and jointed with cement solvent including testing complete all as specified and directed including demolition and breaking up drain pipes in cement mortar including demolition of PCC bedding and hunching complete all as specified and directed
M&L for concrete bed to drain pipes including packing under,and haunching against the sides of pipes after they are laid and tested in Cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate for Bore of pipe in 160mm complete all as specified and directed
Material and Labour for UPVC pipe 200mm dia type "B" with wall thickness 4mm(min) of pressure rating 8 KN/sqm laid in trenches and jointed with cement solvent including testing complete all as specified and directed including demolition and breaking up drain pipes in cement mortar including demolition of PCC bedding and hunching complete all as specified and directed
M&L for concrete bed to drain pipes including packing under,and haunching against the sides of pipes after they are laid and tested in Cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate for Bore of pipe in 200mm complete all as specified and directed
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required Internal dia of pipe 150mm complete all as specified and as directed.
M & L for reinforced cement concrete pipes 200mm bore, class NP3, laid and jointed complete with collars complete, complete all as specified and as directed.
M & L for cutting into existing manholes for connecting new drains making good to pipes and rendering, cutting out existing benching for and forming branch channel in cement mortar 1:2:4 type B-1, smooth finished and reforming benching as required 150 mm dia pipe complete all as specified and as directed.
All as per Srl item No 28.00 here-in-before but 200 mm dia pipe complete all as specified and as directed.
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required Internal dia of pipe in 75mm/100mm complete all as specified and directed
S&F of spun Cast iron soil, waste and vent pipes ISI marked, in any length with or without ears with cement joints, laid in trenches or in floors bore of pipe in 100mm complete all as specified and directed
All as per Srl item 31.00 here-in-before but except pipe note: - Old Cast iron soil, waste and vent pipes any type retrieved from dismantling shall be used)
S&F of spun Cast iron soil, waste and vent pipes ISI marked, in any length with or without ears with cement joints, laid in trenches or in floors bore of pipe in 75mm complete all as specified and directed
All as per Srl item 33.00 here-in-before but except pipe note: - Old spun Cast iron soil, waste and vent pipes any type retrieved from dismantling shall be used)
S&F of spun cast iron soil, waste and vent pipes ISI marked, in any length with or without ears with cement joints, fixed to walls bore of pipe in 75mm complete all as specified and directed
All as per Srl item 35.00 here-in-before but except pipe note: - Old spun Cast iron soil, waste and vent pipes any type retrieved from dismantling shall be used)
S&F of spun Cast iron soil, waste and vent pipes ISI marked, in any length with or without ears with cement joints, fixed to walls bore of pipe in 100mm complete all as specified and directed
All as per Srl item 37.00 here-in-before but except pipe note: - Old spun Cast iron soil, waste and vent pipes any type retrieved from dismantling shall be used)
M & L for cast iron bends (ISI marked) (any radius) diminishing pieces or tapers (larger bore measured), bore of pipe 100mm, complete all as specified and directed
M & L for cast iron bends (ISI marked) (any radius) diminishing pieces or tapers (larger bore measured), bore of pipe 75mm complete all as specified and directed
M & L for cast iron branch pieces (ISI marked) , double (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, bore of pipe 75mm, complete all as specified and directed
M & L for cast iron branch pieces (ISI marked) , double (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, bore of pipe 100mm, complete all as specified and directed
S&F of stack clamps made out of 50mm by 5mm flat iron and 16mm dia round iron stays. Including bolts and nuts and securing ends of stays to wall or roof bore of pipe 100mm complete all as specified and directed
Demolition and breaking up drain pipes (Salt glazed ware, PVC/AC or Reinforced concrete) set in cement mortar, and taking out of trenches, if required, Internal dia of pipe in 75MM/100mm complete all as specified and as directed.
S&F of PVC (SWR) pipes 75mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed.
S&F of PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed.
Taking down eaves gutter and rain water pipe any size any pattern , PVC/ AC pipe including all fittings ,heads shoes, bends etc including removal to store ,Internal dia of pipe in 75MM/110mm complete all as specified and directed.
S&F ofPVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.
S&F of PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.
S&F of PVC (SWR) bends any radius 75mm dia complete all as specified and as directed.
S&F of PVC (SWR) bends any radius 110mm dia complete all as specified and as directed.
S&F in repairs 75mm PVC floor trap, ISI marked with grating incl jointing to waste pipe fixed with solvent cement complete all as specified and as directed.
S&F in repairs 75mm PVC(SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and as directed.
S&F in repair CI floor trap 75 mm with grating including jointing to waste pipe fixed in cement concrete 1:2:4 type B-1 with CP grating without hole for waste pipe complete all as specified & directed.
SS&F in repairs Plastic water closet seat, white/coloured, closed pattern with recessed bottom, & cover & mild steel CP or aluminised hinging device complete all as specified and as directed.
S&F in repairs Vitreous China bowl type urinal flat back, size 465 x 355 x 265 mm white (minimum) with grating and union for discharge pipe complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement (excluding flushing cistern, flush pipe and waste pipe) complete all as specified and as directed.
S&F in repairs Vitreous China Urinal, Half stall type, white complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement (excluding flushing cistern, flush pipe and waste pipe) complete all as specified and as directed.
S&F in repair Vitreous China wash down water closet pan including P or S trap (pedestal pattern), white or in matching colour of tiles (excluding flushing cistern and flush pipe) including plastic water closet seat, white or in matching colour , closed pattern with flat bottom, and cover and mild steel chromium plated or aluminized hinging device and wash down water closet complete all as specified and as directed.
S&F in repair Vitreous China squatting pan, `Orrisa' pattern, size 580 x440 mm white, witht integral foot rests (excluding flushing cistern and flush pipe) including connection to trap,and to flushing pipe, anti-syphonage pipe,etc. complete including making good to floor complete all as specified and as directed.
M & L for Excavation for underground blockage/dead sewage line of PVC/RCC/UPVC/CI/SGSW 150mm/160mm/200mm bore at any point where is the blockage in sewage line between two manholes, in a situations where cleaning is not possible by manually or mechanically by rodding/sewage tankers/truck mounted with hydraulic jet water pressure and hydraulic heavy duty sewage suction pump replacing the pipe line carefully without damaging the complete length & sever line, working in foul condition, including dewatering / bailing out water by mechanically suction pump as described here as under:- (a) Excavating in trenches not exc 1.5m wide & not exc 1.5m in depth& not exc 10sqm area on plan & getting out in soft/loose soil including making any necessary shuttering and shoring/timbering/battering /benching of trenches sides to prevent movement/collapse of soil etc.and bailing out water. (b) Demolition & breaking up sewage pipes including plain cement concrete bed along with haunching complete upto required length. (c) Material and Labour for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid using PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate to match with the existing PCC bed . (d) Replacing the with existing dia of sewage pipe PVC/RCC/ UPVC/ CI/ SGSW with socket or by using collar on either end and jointing with cement mortar and make the line fully functional to the entire satisfaction of Engr-in-Charge. (e) Returning, filling including spreading, leveling, watering & well ramming in layers n. exc 25 cm in trenches (f) Removing excavated Soils material exc 250m but not exc 500 m and depositing where directed. (g) Removing all retrieved material/unwanted/foreign material in any liquid/solid state etc outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and buried in excavated pits in suitable size and depth and covering the same minimum 25cm thick compacted layer of soil with the soil obtained from excavation of pit including all excavations and earth work including applying bleaching powder to maintain hygiene. Adequate water for flush out be arranged by the contractor without any extra cost complete all as specified and directed (h)The rates include for provision of red signal Supply and fix lag to keep off traffic control and working during odd hours when traffic is light and proper barricade will be provided .
Material and labour for Cutting existing road including excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for crossing sewage line/drain pipe etc. not exc 10 sqm area on plan and not exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed. Note :1-Due care shall be taken while deciding pipe route for excavation. However any damage to Signal, BSNL, MES cable water/sewage pipe or any other service while excavation will be made good by the contractor and cost of the same for jointing material & labour is deemed to be included in this item. 2-The rates include for provision of red signalSupply and fix lag to keep off traffic control and working during odd hours when traffic is light and proper barricade will be provided.
Material and Labour for hard core of broken stones or boulders of gauge not exc 63mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed
M&L for PCC in foundations, filling and mass-concrete type B2 (1:2:4) using 40 mm graded stone aggregate for filling of road cutting surface complete all as specified and directed
M&L for 40mm thick PCC (1:2:4) type B-1 using 20mm graded stone aggregate finishing even and fair including Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green as in floor for filling of road cutting surface complete all as specified and directed
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required Internal dia of pipe in 450mm complete all as specified and as directed.
M & L for Reinforced concrete pipes, class NP3, laid and jointed complete with collars ,Bore of pipe in 450mm complete all as specified and as directed.Not:-Excavation and earthwork ,PCC bed concrete in foundations shall be measured separately.
Demolition of brick work ,built in cement mortar or cement lime mortar including all quions, arches, pillars,PCC bed blocks of mild steel posts, PCC coping/RCC Jalli etc etc including removing complete all as specified and directed.
Material and labour for brick work with sub-class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 in one brick thick wall complete all as specified and directed.
All as per Srl item No 68.00 here-in-before but except bricks. NOTE: Old Serviceable bricks quantity retrieved from demolition shall be used.
M&L for brick work with subclass ‘B’ old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 in half brick thick wall complete all as specified and directed.
All as per Srl item 70.00 here-in-before but except old size sub class 'B' bricks. NOTE: Old Serviceable bricks quantity retrieved from demolition under items no 67 shall be used.
Taking down cement plaster of any description and thickness on walls/ceilings etc including racking out joints, hacking for key, scrubbing down with water etc including necessary scaffolding up to four storeys height of bldgs if required and removing of debris out of MoD land complete all as specified and as directed.
Material and labour for rendering 15mm thick in CM 1:4 mixed with liquid water proofing compound (as per manufacturer’s instructions) on fair faces of brick work ,concrete surface of wall, fin, facia, chajjas, parapet and similar article finished surface even and smooth without using extra cement complete all as specified and as directed. Note:-All necessary scaffolding arrangement if required at site up to four storeys height of bldgs shall be included in the quoted rate by the contractor & WPC shall be measured and paid separately.
Supply only liquid water proofing compound all as specified and as directed.
Material and labour for cutting down plants / trees of girth not exc 15 cm & surface area not exc 0.36 Sqm each from roof tops /sides of external walls of buildings, chajja, wall junctions, junctions of of rain water / soil /waste vent pipes including taking out roots entered in wall/slab surfaces and making good the surfaces including repairing the CI/GI/PVC joints of affected locations by applying TUFALO (herbal medicine )and making good to suit the adjoining surfaces using PCC 1:2:4, type B-O or cement mortar 1:2 complete all as per manufacturer instructions and as specified. NOTE: Any CI/GI/PVC pipes and fittings damaged during work shall be replaced by new one to insure leakage / seepage free joint without any extra cost to the department and Unit rate quoted by tenderer shall included for use of all scaffolding, trestles, ladders, cradles etc ,hoisting, lowering and protective measures etc up to four storeys height of bldgs including Removing rubbish to a distance exc 500 m but not exc 1.5 km complete all as directed
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for as in manholes cover, cover of septic tank/soak well etc (reinforcement cut as required to facilitate demolition) and removing the debris outside from defence land complete all as specified and directed .
M & L for precast reinforcement cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in cover slabs( for manholes etc.)chulla hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar (1:6) complete all as specified and as directed. Note:- Reinforcement shall be measured and paid separately).
Material and labour for RCC (1:2:4) type B1 using 20 mm graded crushed stone aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like such as cover slab of septic tank/soak welletc complete all as specified and as directed. Note:- Reinforcement shall be measured and paid separately).
M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings & similar work; not exc. 200m thick (Horizontal or sloping) Fair finished surfaces of concrete flat complete all as specified and as directed.
Material and labour for Mild steel TMT bars 6mm to 8mm dia,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified & directed.
Notes :-For serial item no 01,02,03,04& 05 (i) contractor will deploy three mazdoor daily to attend day to day complaint as mentioned above in the concerned items. Mazdoor will report daily at compliant cell of AGE B/R - I Sub division at 8.30 AM to collect complaints and depart 5pm after attending all complaints. In case of none attending complaints in same day, recovery @ RS 250 per complaints will be recovered from contractor and in case of Non deployment of Mazdoor recovery @ RS 400/day per mazdoor will be recovered from contractor. (ii) Contractor accredited representative shall be available during cleaning. (iii) Unit rate quoted by tenderer shall included for all precautions to be taken by workers while working in foul condition, Contractor shall take all necessary actions. (iv) Unit rate quoted by tenderer shall include excavation of borrow pits for dumping, removing including loading/ unloading and transportation in covered container etc (v) Unit rate quoted by tenderer shall included for Washing, cleaning floors with adequate water of any type of drops and splashes and leaving premise clean and tidy. (vi) Unit rate quoted by tenderer shall included for use of all scaffolding, trestles, ladders, cradles etc ,hoisting, lowering and protective measures etc up to four storeys height of bldgs. (vii) Contractor will ensure to remove the foul material in packed containers.
Notes :- (a) The contract sum shall be arrived at after deduction of amount of Schedule of Credit. (Rs. 46,395.00). (b) PERFORMANCE SECURITY :- (Refer condition 19 of IAFW-2249) The performance security for an amount equivalent to 5% (Five percent) of the accepted contract sum shall be delivered by the successful bidder immediately after the date of intimation letter of acceptance and all provisions shall be applicable as per condition 19 of IAFW 2249
M/S RUDHRAKSH TRADING CO
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