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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.1 LAccepted-AOC A 47D RAM DUTT ENCLAVE UTTAM NAGAR NEW DELHI 110059 | WEST | DELHI | 110059 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹34.9 L+₹2.5 L (7.82%)Rejected-Finance N A | NA | NA | 121004 | L2 | Rejected-Finance Being other than lowest | |
| 3 | L3₹35.8 L+₹3.4 L (10.6%)Rejected-Finance C 204 NANGLI EXTN NEW DELHI | WEST | DELHI | 110043 | L3 | Rejected-Finance Being other than lowest | |
| 4 | L4₹37.3 L+₹4.9 L (15.3%)Rejected-Finance FLAT NO 330 PKT 1 SECTOR 1 DWARKA NEW DELHI 110075 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110075 | L4 | Rejected-Finance Being other than lowest |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
12 Oct 2022, 6:00 pmClosed
GE (EAST) DELHI CANTT-10
GE (EAST) DELHI CANTT-10
CERTAIN PETTY REPAIR/ MAINT TO SEWAGE LINE, MANHOLE INCLUDING CONNECTED ITEMS, PATHS, HARD STANDING AND BOUNDARY WALL TO MARRIED ACCN AT SANYAT LINE, KARAM VIHAR, TIGRIS ROAD, SUMERAIN LINE, MOUDE ROAD AND OTM ACCN AT CERTAIN UNITS IN THE AREA OF AGE
2022_MES_551927_1
GE/DE-50/2022-23
Open Tender
Civil Works
Item Rate
330 days
GE (EAST) DELHI CANTT-10
Class D cat a (i)
8 documents required · 8 mandatory
₹500
Yes
GE (EAST) DELHI CANTT-10
₹89,000
Yes
22 Nov 2022
14 Sept 2022
14 Oct 2022
14 Sept 2022
12 Oct 2022
28 Sept 2022
Amount
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 as specified.
M & L for Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.
All as per above item description here -in-before but except bricks, complete all as specified and as directed.
M & L for Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge.
All as per above item description here -in-before but except bricks, complete all as specified and as directed.
Taking down cement or cement lime plaster of any description on brick or stone walls and concrete surface of ceiling etc including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
Excavation in trenches n.exc 1.5 M wide and n.exc 1.5 M in depth for foundations etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed
Excavation in trenches n.exc 1.5 M wide and exc 1.5 M but n.exc 3.00 M in depth for foundations etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
Returning & filling including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Removal of excavated material n.exc 50 mtr and depositing where directed at level not exc 1.5 M above the starting point complete all as specified and directed by Engr-in-Charge.
Demolition and breaking up 150 mm dia drain pipes (SGSW/ AC/RCC) including hunching and benching set in cement mortar and removal of debris from site and deposited where directed at a distance not exc 1KM from site complete all as specified and as directed.
Demolition and breaking up, 200 mm dia drain pipes (SGSW/ AC/RCC) including hunching and benching set in cement mortar and removal of debris from site and deposited where directed at a distance not exc 1KM from site complete all as specified and as directed.
Demolition and breaking up, 300 mm dia drain pipes (SGSW/ AC/RCC) including hunching and benching set in cement mortar and removal of debris from site and deposited where directed at a distance not exc 1KM from site complete all as specified and as directed.
M & L for 150 mm bore of RCC hume pipe class NP2 laid and and jointed complete with colleres and laid in trenches with laying pipes level and tested complete all as specified and as directed.
M & L for 200 mm bore of RCC hume pipe class NP2 laid and and jointed complete with colleres and laid in trenches with laying pipes level and tested complete all as specified and as directed.
M & L for 300 mm bore of RCC hume pipe class NP2 laid and and jointed complete with colleres and laid in trenches with laying pipes level and tested complete all as specified and as directed.
M& L for PCC 1:3:6 type C2 (using 40 mm grade stone aggregate) as in bed to drain pipe 150 mm bore including forming cradles complte all as specified and directed.
M& L for PCC 1:3:6 type C2 (using 40 mm grade stone aggregate) as in bed to drain pipe 200 mm bore including forming cradles complete all as specified and directed.
M& L for PCC 1:3:6 type C2 (using 40 mm grade stone aggregate) as in bed to drain pipe 300 mm bore including forming cradles complete all as specified and directed.
S&F DWCPE (SN8) nominal size 150 mm (internal dia) mm including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and as directed.
S&F DWCPE (SN8) nominal size 200 mm (internal dia) including all fixing accessories or fittings like socket/spigot joint with elastomeric sealing ring, rubber ring, SILAID rubber lubricants required for laying of pipes, laid in trenches, complete all as specified and as directed.
Demolition of reinforced cement concrete of any description and in any position as in roofs, floors (other than ground floor), beams, landing, chajjas and similar suspended work complete all as specified.
M&L for pre-cast reinforced cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in manholes cover, drain cover and set in cement mortar (1:4) including form work complete all as specified & directed.
S&F Precast SFRC square or rectangular manhole covers 75 mm thick with frame medium duty conforming to IS-12592 including demolition of existing slab covers, including necessary reinfocement, complete all as specified and as directed.
M & L for RCC 1:2:4 (Nominal) Type B 1 (20 mm graded aggregate) as in beams, cantilevers, bressummers, lintels over 1.50m span, complete all as specified and directed.
M & L for RCC 1:2:4 (Nominal) Type B 1 (20 mm graded aggregate) as in Coloumns, pillars, piers, posts and struts, complete all as specified and directed.
M & L for form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, over hangs of flat rough finished surfaces complete all as specified and directed.
M&L for formwork to sides of pillars, posts, struts, piers, coloumns of rough finished surfaces of concrete, complete all as specified and directed.
M & L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips etc complete all as specified and directed by Engr-in-Charge.
All as per above item No 31 description here -in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and directed.
PCC (1:2:4) type B-0 using 12.50 mm graded stone aggregate as in brenching for manholes, bands, coping, bed plate etc with slightly chamfered or rounded angles and throating, as directed, complete all as specified & directed.
M&L for Cement concrete type C2, 1:3:6 (40mm graded aggregte) as in foundations, filling and mass concrete, complete all as specified and directed.
M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for Plain cement concrete (1:3:6), type C-1 ( using 20 mm graded stone aggregate) as in drains /surface channel complete all as specified and directed .
Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete using extra cement including forms moulds mitred stopped ends etc complete all as specified and directed.
S & F in repair precast cement concrete type B0 1:2:4 (12.5 mm graded aggregates) louvres and jallies, 50 mm thick set in CM (1:4) (measured solid), including all mouldings but excluding frame , including demolition of old jallies of any description and in any position complete all as specified and directed.
S & F precast cement concrete type B0 1:2:4 (12.5 mm graded aggregates) RCC coping/post of size 600x100x50 mm suitable for fixing of RCC Jallies in vertically & horizontally including necessary moulds and grooves as required in shape and size including demolition of old coping/post of any description and in any positioncomplete all as specified and directed.
M&L Cutting in to existing manholes for connecting new drains, making good to pipe & rendering cutting out existing benching for and forming branch channel in cement concrete1:2:4 type B-1 smooth finished and reforming benching as required for 150 mm bore drain pipe complete all as specified and as directed.
M&L Cutting in to existing manholes for connecting new drains, making good to pipe & rendering cutting out existing benching for and forming branch channel in cement concrete1:2:4 type B-1 smooth finished and reforming benching as required for 200 mm bore drain pipe complete all as specified and as directed.
M & L for preparation of new surface decorated brick/concrete/ plastered or unplastered surfaces of walls, pillars, cornices by brooming down etc and applying two coat of cement base paint, complete all as specified and directed
M & L for preparation of new Plastered external surfaces of walls and applying a layer of Birla white/ JK White wall care putty, again sand papering to make surfaces smooth and applying two coats of weather proofing exterior emulsion paint premium quality (as per list of makes) on wall surfaces over a coat of wall exterior primer, complete all as specified and directed.
M & L for preparation of old decorated brick/concrete /plastered/un-plastered surfaces of walls, pillers, cornices etc by brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss, efflorescent salts, trading oil and greasy spots including cracks/holes in surface filling with white putty and and applying two coat of cement base paint, complete all as specified and directed
M&L for preparation of plastered or unplastered old decorated surfaces of walls including brooming down or scraping down with steel wire brushes of smoke spots, moulds, moss, efflorescent salts and treating oil and greasy spots, filling the cracks, holes with POP/Putty and applying one coat of exterior acrylic emulsion paint (As per list of makes) of any tint all as per manufacturers to achieve desired finish at any height, complete all as specified and directed.
M & L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern (groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using aluminum battens, nailed to the under layer including removal of aluminum battens, repair to the edges of panels and finishing the groove) complete including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified.
Cleaning of the existing drain including remove the drain cover safely and fixing again same position, any type and size and depth all in working/running conditions involving removal of blockage of any kind inclusive of soils, solids, silt, waste etc if any and water and prepared for repair/working condition, complete all as specified.
Cleaning of Sewage lines of sludge deposit including foreign materials and clening of sewage lines by flushing with sufficient quantities of water, through manhole to manhole including inspection chamber over or under ground level by roding gunny bags etc 100mm /150 mm /250 mm /300 mm dia cast iron/SGSW/SN8/PVC pipe etc including making the WC free of any sludge deposites/foreign materials from the P/S trap to first manhole, from gully traps to first manhole, desludging of manholes of any depth, taking out the sludge by manually or by mechanical means and transport the sludge and burring the sludge into the with in a distance of 500 mtrs from the point of deposit complete all as specified by Engineer in charge Note : Length of pipe from P/S trap to first manhole or from gully traps to first manhole or from manhole to manhole/inspection chamber, laid in position shall be measured net as fixed and shall be the basis of measurement
Cleaning of the existing manholes/Gully trap of any size and any shape including remove the manhole cover safely and fixing again same position, any type and size and depth all in working/running conditions involving removal of blockage of any kind inclusive of soils, solids, silt, waste etc if any and water and prepared for repair/working condition, complete all as specified.
Cleaning of the existing shaft area of bldg of any size and any shape any type and size and depth all in working conditions involving removal of blockage of any kind inclusive of soils, solids, silt, any type of wastage, foreign materials, etc, and disposal to out side of MoD Land, complete all as specified.
Cleaning of old sewage lines any dia with mechanically operated 25 tonne truck mounted desludger with 12000 Ltr capacity tanker having water fitted high pressure jet machine for cleaning and desludging of sewage line, soak wells, septic tanks etc, shall be used by the contractor as per scheduled programme in writting and completion of each job to entire satisfaction of Engineer-in-Charge as instructed. Note : (a) In case contractor fails to deploy the machine as per scheduled programme a recovery of Rs 1500/- per day shall be deducted from his payment. (b) Per day means 8 working hrs in a day excluding standby period due to any reason). (c) Including remove the drain/manhole cover safely and fixing again same position
Cleaning of sewage system including WC,s WHB, bottle traps, nahani and floor traps, soil/waste pipe in running/ blocked conditions including junctions, manholes of any description and sewage lines of all sizes upto the final drop out let into septic tank/soak well of central sewage without distrubing its running/flowing and removing its running/flowing and removing all type of blockages in any situation by mechanical means, and disposing waste materials out side defence land strictly as per Hon'ble Supreme Court directions, Complete all as specified and as directed by the Engineer-in-Charge. Note: (a) The above task shall be carried out by deploying 02 safaiwalla in total on all days including Sundays and Holidays between 0900 Hrs to 1700 Hrs. b) One mechanical pump diesel/petrol for dewatering sludge water, safety belt, ladder, gloves gasmask, bucket to remove sludge, mechanical devices required to reach work at difficult locations shall be made available all time at site to ensure heigene and sanitation during work. (c) Daily attendance register by the JE concerned and a recovery for absent period shall be made @ Rs 500/- per person per day. All relevent record shall be maintained by the contractor and to be submitted before making any payment duly signed by Engineer-in-Charge & JE Concerned. d) Work will be carried out in multistoreyed buildings upto 09 stories high.
Dismantling of eaves gutters/rain water pipes/PVC Soil waste pipes of any size fixed in walls/floors with all fittings, complete all as specified and directed.
S&F PVC (SWR) pipes, 75mm dia, single socketed, in any length with rubber ring joints, fixed in walls, complete all as specified & directed.
S&F PVC (SWR) pipes, 110mm dia, single socketed, in any length with rubber ring joints, fixed in walls, complete all as specified & directed.
S&F in repairs of Stack clamps for 75mm bore of pipe made out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof, complete all as specified and directed.
S&F in repairs of Stack clamps for 110mm bore of pipe made out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof, complete all as specified and directed.
S&F in repairs of 110mm bore of PVC (SWR) junction single,(Single T) equal or unequal provided with access door, complete all as specified and directed.
S&F in repairs of 110mm bore of PVC (SWR) bends, complete all as specified and directed
S&F in repairs of 75mm bore of PVC (SWR) branch piece, single (Single Y) equal or unequal with aceess door, complete all as specified and directed.
S&F in repairs of 110mm bore of PVC (SWR) branch piece, single (Single Y) equal or unequal with aceess door, complete all as specified and directed.
S&F in repairs of 75mm bore of PVC (SWR) branch piece, double (double Y) equal or unequal with aceess door, complete all as specified and directed.
S&F in repairs of 110mm bore of PVC (SWR) branch piece, double (double Y) equal or unequal with aceess door, complete all as specified and directed.
S&F in repairs of 110mm bore of PVC (SWR) vent cowl, complete all as specified and directed.
S&F in repairs of 75mm bore of PVC (SWR) vent cowl, complete all as specified and directed.
S&F in repairs of 75mm diameter of outlet in mm PVC (SWR) floor trap/Nahani trap with stainless steel gratings including jointing with solvent cement, complete all as specified and directed.
M & L for granite (of any type) tiles 18 to 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement aith admixture of pigment to match the shade of granite stone including grinding and polishing laid over 15 mm thick screed bed / rendering in CM 1:4 including rounding to edge of granite, including demolition of stone slabs and tiles of any description or thickness in floors, walls, aprons, laid, bedded and pointed in any mortar etc, complete all as specified and directed..
Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified.
M & L for 75 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing completed all as specified and directed.
M&L for Pre-polished, coloured Chequered cement concrete tiles 30cm x 30 cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments, over and including 15mm thick screed bed in cement mortar 1:6 complete including demolition of existing stone slabs laid, bedded and pointed in any mortar, all as specified and directed.
M & L for 60 mm thickness, M-35 Grade, Pre-polished finish precast concrete interlocking paver block (any shape , size & colour as approved by GE) confirming to IS 15658-2006 , set in floors/hard standing/path etc laid over 50 mm thick sand cushioning including dismantling old interlocking tiles etc complete all as specified and as directed.
M & L Wall cladding tiles using tiles of size as per sample approved by GE set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10mm thick rendering in cement mortar 1:4 and including dismantling of old tiles with backing, complete all as specified and as directed.
Dismantling old posts or struts ( wood, steel or RCC) any section, including taking out embedded portion and making good and excavation & prepration of post holes removal of surplus excavated material completed all as specified and directed
S&F for mild steel angle , flat iron as in post & strut including cutting tops to shape as directed drilling holes, notching for wire and similar work conforming to Fe 290 Gde 165 including erection in ground complete all as specified and directed.
S & F Chain link MS galvanisd fencing any size or type ( approved by GE) including line wires, any mesh, size and type to any of standards , rails , staining bolts, etc including provision of bindings wire complete all as specified and directed.
Dismantling mild steel work of any description not otherwise provided for.
S & F framed work such as in door frame, door shuters / gate of angel or other section with gusset plates, rails, braces, etc complete , drilled for fixing of steel sheeting or other covering. Doors, etc to be prepared for hanging or sliding with and including either hooks and hings or steel hanging door fittings, including hings hold fast of Fe 410-W (Gde E-250 quality A) etc complete all as specified.
S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confrming to IS 1161-1979 grade St-240 complete all as specified and directed
S & F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall , fixed with self tapping screws with bent to a curve (of any radius as per required) and including dismantling of plain or corrugated sheeting any gauge thickness including Nainital or similar pattern as in roof covering, complete all as specified and as directed.
S & F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour as in ridges hips, vally gutter, drip and straight flashing (length and girth as fixed) fixed with self tapping screws and welded or soldered joints are provided and including dismantling of plain or corrugated sheeting any gauge thickness including Nainital or similar pattern as in roof covering, complete all as specified and as directed. complete all as specified
S & F 2mm thick fiber glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc and including dismantling of plain or corrugated sheeting any gauge thickness including Nainital or similar pattern as in roof covering, complete all as specified and as directed. complete all as specified
M&L one coat of synthetic enamel paint (finishing coat) to old painted steel surfaces of any description as trusses , purlin ,rafters , ventilators etc over 10 cm width or girth incl prepration of surfaces complete all as specified.
M&L two coat of synthetic enamel paint (finishing coat) over one coat of primer to new steel surfaces of any description over 10 cm width or girth incl prepration of surfaces complete all as specified.
M & L for preparation of New and old stone, concrete surfaces of any description over 10 CM width or grith and applying two coat of plastic emulsion paint (colour and patren as per approved by GE ) complete all as specified and directed.
M&L for factory made kerb stone of M-25 grade cement concrete in position to the required line, level and culvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required (Size and pattern as approved by GE) and including dismantling of old existing kerb stone of an type and size etc, complete all as specified and directed.
MAA SANTOSHI ENTERPRISES
S GOURAV PRAKASH ENTERPRISES
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