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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.3 LAccepted-AOC | ₹30.3 L Quoted ₹30.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹32.9 L+₹2.3 L (7.54%)Rejected-Finance C 49 B RADHA GARDEN MEERUT 250001 UP | MEERUT | MEERUT | UTTAR PRADESH | 250001 | ₹32.9 L+₹2.3 L (7.54%) | L2 | Rejected-Finance Rejected being other than lowest bidder |
| 3 | L3₹58.5 L+₹27.9 L (91.3%)Rejected-Finance | ₹58.5 L+₹27.9 L (91.3%) | L3 | Rejected-Finance Rejected being other than lowest bidder |
| 4 | L4₹58.7 L+₹28.1 L (91.9%)Rejected-Finance BRAJANATHCHAK TOWNSHIP HALDIA HALDIA HALDIA | MEDINIPUR EAST | WEST BENGAL | 721605 | ₹58.7 L+₹28.1 L (91.9%) | L4 | Rejected-Finance Rejected being other than lowest bidder |
| 5 | L5₹59.9 L+₹29.3 L (96.0%)Rejected-Finance | ₹59.9 L+₹29.3 L (96.0%) | L5 | Rejected-Finance Rejected being other than lowest bidder |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
17 Apr 2021, 6:00 pmClosed
GE 865 EWS
GE 865 EWS, PIN-913 865 C/o 56 APO
REPAIR AND CLEANING OF SEWAGE LINE SEPTIC TANK SOAKAGE WELL AND DRAIN AT SECTOR D UNDER GE 865 EWS
2021_MES_431002_1
865/EWS-95/2020-21
Open Tender
Civil Works
Item Rate
180 days
GE 865 EWS
As per tender documents and as per policy in vogue
8 documents required · 8 mandatory
₹500
GE 865 EWS
₹80,000
Yes
4 May 2021
16 Mar 2021
19 Apr 2021
16 Mar 2021
17 Apr 2021
3 Apr 2021
Amount
M&L for cleaning of soakage well by dewatering (any capacity) upto 1.5 mtr depth etc. removing waste material / sludge etc to a distance exc 100m outside the MoD land and burrying the same in pits in hygenic manners and covering the pits with excavated earth complete all as specified and directed by Engr-in-Charge. NOTE: The cost for excavation and earth work for pits is deemed to be included in the unit rate.
M&L for cleaning of septic tank by dewatering (any capacity) upto 1.5 mtr depth etc. removing waste material / sludge etc to a distance exc 100m outside the MoD land and burrying the same in pits in hygenic manners and covering the pits with excavated earth complete all as specified and directed by Engr-in-Charge. NOTE: The cost for excavation and earth work for pits is deemed to be included in the unit rate.
M&L for cleaning of soakage well by dewatering (any capacity) exc 1.5 m and n exc 3.0 mtr depth etc. removing waste material / sludge etc to a distance exc 100m outside the MoD land and burrying the same in pits in hygenic manners and covering the pits with excavated earth complete all as specified and directed by Engr-in-Charge. NOTE: The cost for excavation and earth work for pits is deemed to be included in the unit rate.
M&L for cleaning of septic tank by dewatering (any capacity) exc 1.5 m and n exc 3.0 mtr depth etc. removing waste material / sludge etc to a distance exc 100m outside the MoD land and burrying the same in pits in hygenic manners and covering the pits with excavated earth complete all as specified and directed by Engr-in-Charge. NOTE: The cost for excavation and earth work for pits is deemed to be included in the unit rate.
M&L soakage well of 3.0 mtr internal dia at top and min 1.80 mtr dia at bottom having min 2.45 mtr height of 380mm thick random rubble uncoaoursed stone masonry wall in CM 1:6 with 150mm thick PCC 1:4:8 type D2(using 40mm graded aggregate ) below stone masonry at bottom and RCC slab using Design Mix M-25 with reinforcement 10mm dia bars @ 150mm C/C bothways cranked at 1/4 th of span including arrangement for manhole opening and manhole cover, inlet for 100/150mm dia pipe and rest all as specified as per Drg No CESZ/TD-1078/2011 sheet 1/1. Note : The rate includes excavation in hard/dense soil and construction of soakage well as per drawing , connection of inlet pipe , 100mm dia PVC vent pipe with cowl, returning , filling and removing of surplus soil to a distance exc 50 mtr but n.exc 100 mtr from site. For any disputed issue regarding drawing decision of Engr-in-Charge shall be final for execution.
M&L for cleaning of blocked /ice frozen drain pipes 100mm to 200 mm bore by pouring hot water , rodding from trap to manhole to septic tank or vice versa and well flushing with water after cleaning including manholes and removing waste material / sludge etc to a distance exc 100m outside the MoD land and burrying the same in pits in hygenic manners and covering the pits with excavated earth complete all as specified and directed by Engr-in charge . NOTE: The cost for excavation and earth work for pits is deemed to be included in the unit rate
M&L for cleaning of cast iron/pvc pipes 100 mm to 150 mm bore pipes by rodding with iron rod , jute bags and well flushing after cleaning complete all as specified and directed
M&L for cleaning of cast iron/pvc pipes 50 mm to 75 mm bore pipes by rodding with iron rod , jute bags and well flushing after cleaning complete all as specified and directed
M&L for cleaning of floor traps upto 100mm dia and removing waste material / sludge etc to a distance exc 100m outside the MoD land and burrying the same in pits in hygenic manners and covering the pits with excavated earth complete all as specified and directed by Engg-in charge . NOTE: The cost for excavation and earth work for pits is deemed to be included in the unit rate
M&L for cleaning of water closet blocks and removing waste material / sludge etc to a distance exc 100m outside the MoD land and burrying the same in pits in hygenic manners and covering the pits with excavated earth complete all as specified and directed by Engg-in charge . NOTE: The complaint shall be cleared within 24 hrs after intimation to contractor if not then recovery @ Rs. 350 per such complaint shall be levied on contractor
S&F Vitreous China wash down water closet pan and seat cover (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including P or S trap and including plastic water closet seat, black, closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinging device, including connection to drain pipe (or out going pipe) and to flushing pipe, antisyphonage pipe, etc. including cast iron 'P' or 'S' trap for 100mm bore of pipe, fixed in repairs complete all as specified and as directed by Engr-in-Charge. Make: Cera/Hindware/Parryware
S&F Vitreous china water closet, 'Orissa' pattern, including lime concrete bedding, size 580 x 440 mm white with integral foot rests excluding flushing cistern and flush pipe but including connection to trap, anti syphonage pipe etc. complete fixed in repairs, incl bedding with PCC 1:2:4 type B-1 using 20 mm grade stone aggregate complete all as specified and as directed by Engr-in-Charge. Make: Cera/Hindware/Parryware
S&F 10 ltr capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets with twin flush provision, complete, fixed in repairs all as specified and as directed by Engr-in-Charge. MAKE: Cera Model Combiflush twin flush as per Cat Part No. B1020101 (Old Cat Part No 2603) or equivalent in HINDWARE/PARRYWARE
Demolition of Reinforced Cement Concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for, complete all as specified and as directed by Engineer-in-Charge.
Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for and removing demolished material to a distance and depositing out site of MoD land Where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.
Demolition of precast concrete block/Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified and directed by Engineer-in-Charge.
Excavating over areas, n exc 1.5 m deep and getting out hard/dense soil complete all as specified and directed.
Excavation over area exc 1.50 m deep and n exc 3.00m in depth and getting out in hard/dense soil complete all as specified and directed.
M&L Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in sub base, foundation, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge.
M&L pre-cast cement concrete(20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block masonery exc 10cm in width with solid block masonery with solid blocks,exc.10cm in width and setting in cement mortar 1:6 all as Specified
All as per item No 20 above but except blocks.
M&L Reinforced cement concrete 1:2:4 type B1, (using 20 mm graded crushed stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and as directed by Engineer-in-Charge.
M&L Reinforced cement concrete 1:2:4 type B1, (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundations beams : plinth beams: bases for column, etc " basement slabs, under reamed piles and mass concrete all as specified and directed.
Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc to obtain rough flat finished surface of concrete complete all as specified and as directed.
M&L Formwork to edges of rough finished concrete flat surfaces, treads , breaks in flors, window cills concrete railing s openings in concrete walls , floors and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping andsimilar works exc 10 cm but n exc 20 cm wide
M&L TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engineer-in-charge.
M&L precasted RCC 1:2:4 type B1 using 20mm graded aggregates for precast cement conc slabs as in drain/ manhole covers, chullah hoods, chajjas, water troughs , mangers , shelves and similar articles and set in CM 1:6 (Note : Slab covers shall be floated with surface vibrator,and over turfed base ,arrandement for turfed base has to be from contractors side)
S&F cast iron work articles exc 5 Kg each of grade FG 150, unmachine gratings frames , manhole cover and similalr articles including manhole cover edges complete all as specified and directed.
M&L for rendering 12mm thick rendering in cement mortar 1:3 on fair faces of brick walls or on concrete surfaces, finished even and smooth without using extra cement including supply and mixed with integral water proofing admixture as per manufacturer's instrucitons complete all as specified and as directed. Note : Water proofing admixture is deemed to be included in overall rates quoted against this item.
S&F PVC vent cowl 100/110mm dia
M&L Plain cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregates as in sub base, foundation, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge.
Providing, cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, bed blocks for hold fasts, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and directed by Engineer-in-Charge.
Taking down cement or cement lime plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc, including cutting of trees, shrubs or any type of vegitation upto and including roots complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 15mm thick rendering in cement mortar 1:3 on other than fair faces of brick walls or stone masonary surfaces, finished even and smooth without using extra cement complete all as specified and as directed.
M&L for rendering 15mm thick rendering in cement mortar 1:4 on fair faces of brick walls or on concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tile to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.
M&L for (350mmx250mmx7mm/450mmx350mmx 7mm thick/300x200x7mm thick) coloured glazed ceramic tiles set and jointed in neat cement slurry and pointed with white or coloured cement mixed with pigments.(Note: Any disturbed surfaces shall be matched w/o any extra cost to the govt) incl 10mm thck screed bed below tile for dado/skirting CM 1:3. MAKE: KAJARIA/H&R JOHNSON/CERA/ NITCO/SOMANY
M & L Non-Skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06sqm not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles including 15 mm thick screed bed or bedding layer in Cement Mortar 1:4 for laying floor finishes complete all as specified and directed. MAKE: KAJARIA/H&R JOHNSON/CERA/ NITCO/SOMANY
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, for laying cables/pipes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth in hard/dense soil and getting out soil, complete all as specified and as directed by Engineer-in-charge.
Dismantling of cast iron /PVC or reinforced concrete pipes jointed in cement mortar and taking out of trenches if reqd of any dia
Material and labour 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 1:3:6 type C-2 for 150 mm bore pipes complete all as specified and directed.
S&F 150mm dia bore (inner dia) double wall corrugated HDPE pipe (SN 8) in any length including all fittings and jointing with eastomeric rubber link and cuppler/other jointing materials laid in trenches or in floor all as specified and directed . Make : ALOMK/GEMNI/REX
S&F 110mm dia bore PVC pipes single socketed having compressive strength 655 - 675 Kg/Cm2 , in any length with rubber ring joints , laid in trenches or in floors including PCC 1:4:8 type D-2 (using 40mm draded aggregate) bed to drain complete all as specified and directed by Engr-in-charge. MAKE: SUPREME/ASHIRWAD/FINOLEX/ SFMC/ASTRAL
S&F110mm bore PVC (SWR) pipe bends any radius complete all as specified and directed.
S&F 75mm bore PVC (SWR) pipe single socketed having compressive strength 655 - 675 Kg/Cm2 , in any length with rubber joints fixed to walls complete all as specified and directed. MAKE: SUPREME/ASHIRWAD/FINOLEX/ SFMC/ASTRAL
S&F 75mm bore PVC (SWR) pipe bends complete all as specified and directed.
S&F PVC reducer of 110mm to 75mm dia complete all as specified and directed.
S&F PVC (SWR) T (Single T) of 110mm to dia complete all as specified and directed.
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 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 150mm bore pipes, complete all as specified and as directed by Engr-in-Charge.
Returning filling in (soil) including spreading, levelling, watering and well ramming in layers n.exc 25cm thick in any type of soil complete all as specifed and as directed by Engineer-in-Charge.
Removal of excavated material (soil) to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specifed and as directed by Engineer-in-Charge.
Demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and Removing demolished material to a distance and depositing out site of MoD land where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engineer-in-Charge.
Material & Labour 75mm thick PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in plinth protection and finished concrete surface even and smooth without using extra cement including making proper joints with bitumen mastic with sand as per specification at an interval of 3m complete all as specified and as directed.
Demolition of stone slabs and tiles of any description or thickness in floors aprons etc.laid bedded and pointed in any mortar complete all as specified and as directed.
M&L for plain cement concrete 1:4:8, type C-2 (using 20 mm graded crushed stone aggregate) 100 mm thick sub base, sub floor and pavings complete all as specified and directed.
M&L for Chequred cement concrete tiles 30cm X 30cm X 20mm thick, set ,pointed & jointed in neat cement slurry in floors polished with grey cement & pigments .Layed over 20mm thick cement screed base (1:4) and all as directed by Engr-in -Charge. Make: NTC/NITCO/ULTRA /JOHNSON
M&L for two coats of synthetic enamel paint on new galvanised corrugated sheets incl preparation of new zinc or galvanised surface to receive paint camoflage pattern over a coat of red oxide primer after applying a treatment with mordant solution to remove the galvanisation of CGI sheet complete all as specified and directed. MAKE : BERGER PAINTS/ASIAN PAINTS/NEROLAC PAINTS/ GOODLASS
M&L for two coats cement base paint on newly plastered surfaces of wall including preparation of surfaces including curing before and after applying each coat complete all as specified and directed. MAKE : Snowcem/Asian/BERGER/DURACEM
M&L for preperation of new concrete /plastered wall surface of any description, applying three coats of white wash complete all as specified and as directed
Dismantling wrough iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
Dismantling posts or struts (wooden, steel or RCC) any section embadded in concrete, brick work etc including taking out embedded portion incluidng making good distrubed surface all as specified and as directed..
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, 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 distance not exceeding 50 metre and making good the disturbed grouind, in hard/dense soil, complete all as specified and directed by Engineer-in-Charge.
S&F Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets n exc 10 kg each to be measured under 'Structural Steel' complete all as specified and directed
S&F for mild steel bars 10mm dia and over, to secure chain link fencing, 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 0.9mm dia or securing with clips conforming to Fe-410-W (Gde.E-250) Part- I quality-A or Fe 290 (Gde - E-165) complete all as specified and as directed.
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 all as specified and directed.
Supply only mild steel Galvanised wire chain link fencing square mesh of any size made out of 4mm dia wire complete all as specified & directed
Mild steel bolts machine made with hexagonal or square head one end each screwed other end to be fitted with washers and one hexagonal or square nut, exc 30 cm long and dia of neck exc 12 mm but n exc 20 mm dia complete all as specified and as directed by Engineer-in-Charge.
M/S Praveen Kumar and Sons
M/S ABDUL SAMAD MIR
M/S MA CONSTRUCTION Co
M/S LIBE & CO
osho traders
M/S SHAMSHER ALI SUFI
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