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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.4 LAccepted-AOC | 1 | Accepted-AOC L1 bidder | |
| 2 | 2₹26.4 L+₹1.9 L (7.95%)Rejected-Finance 20 8 EWS PREETAM NAGAR COLONY ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | 211001 | 2 | Rejected-Finance other than L1 | |
| 3 | 3₹27.7 L+₹3.3 L (13.3%)Rejected-Finance | 3 | Rejected-Finance other than L1 | |
| 4 | 4₹36.3 L+₹11.8 L (48.2%)Rejected-Finance H NO 1237 PANA PAPOSIAN NARELA NORTH WEST DELHI NEW DELHI 110 040 | NEW DELHI | NORTH WEST DELHI | DELHI | 110040 | 4 | Rejected-Finance other than L1 |
Tender Value
₹40.8 L
EMD Value
₹81,500
Closing Date
26 Sept 2024, 6:00 pmClosed
GE AF Tughlakabad
GE AF TUGHLAKABAD SANGAM VIHAR PO NEW DELHI 110080
PROVN / REPLACEMENT OF DRAIN AND MAINHOLE COVER AT CERTAIN PLACES AT AF STN NAJAFGARH UNDER GE (AF) TUGHLAKABAD
2024_MES_668479_1
GE/TKD-56/2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
GE AF Tughlakabad
MES contractor enlisted having deposited Standing Security with dept. Contractors not enlisted in MES should meet the MES enlistment criteria corresponding to appropriate class and category
8 documents required · 8 mandatory
₹0
₹81,500
Yes
17 Dec 2024
31 Aug 2024
28 Sept 2024
31 Aug 2024
26 Sept 2024
14 Sept 2024
Amount
Demolition of brick work of any type built in cement mortar in foul condition etc complete all as specified and directed by Engr-in-Charge.
Demolition of cement (un-reinforced) concrete of any description and in any position not otherwise specifically provided including removal of debris from outside MOD land complete all as specified and directed by Engr-in-Charge.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for like drain/MH cover etc including removal of debris from outside MOD land or complete all as specified and directed by Engr-in-Charge.
M&L for reinforced cement concrete (1:2:4) type B1(nominal mix) using 20 mm graded stone aggregate as in slab and shelves supported on wall, beams and columns in floors, roofs and drains etc complete all as specified and directed by Engr-in-Charge.
M&L for Precast cement concrete (1:2:4) type B-1, using 20 mm graded crushed stone aggregate as in manhole/drain cover slabs etc including necessary form work and set in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.
M&L for formwork to soffits of suspended slab such as roof slab, floor slab, landing and similar work, not exceeding 200 mm thickness (horizontal or sloping) with rough finished surfaces of concrete complete all as specified and directed by Engr-in-Charge.
M&L for TMT bars 10 mm dia and over, as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed by Engr-in-Charge.
M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested, for 150mm bore of pipe complete all as specified and directed by Engr-in-Charge.
M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested, for 200mm bore of pipe complete all as specified and directed by Engr-in-Charge.
M&L for 150mm reinforced concrete pipes, class NP3 and jointed complete with collars complete all as specified and directed by Engr-in-Charge.
M&L for 200mm reinforced concrete pipes, class NP3 and jointed complete with collars complete all as specified and directed by Engr-in-Charge.
M&L for 450 mm Reinforced concrete pipes, class NP3, laid and jointed complete with collars & rings complete all as specified and directed by Engr-in-Charge.
M&L for 600 mm Reinforced concrete pipes, class NP3, laid and jointed complete with collars & rings complete all as specified and directed by Engr-in-Charge.
M&L for Plain cement concrete (1:2:4) type B-2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge.
M&L for removing silt/soil, any description from storm drain including of taking off drain cover and put it on position after cleaning the storm water drain of any size and any depth including removal of debris from outside MOD land or complete all as specified and directed by Engr-in-Charge.
Taking down cement plaster including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engr-in-Charge.
M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM (1:4 ) complete all as specified and directed by Engr-in-Charge.
M&L for Plain Cement Concrete (1:3:6) Type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed by Engr-in-Charge.
M&L for Plain cement concrete (1:2:4) type B-1, using 20mm graded crushed stone aggregate as in coping including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed by Engr-in-Charge.
M&L for 15mm thick rendering in cement mortar (1:4) to stone masonry wall surfaces or on other than fair faces of brick masonry finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.
M&L for Extra for forming fair finishing to surfaces drain/channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds etc complete all as specified and directed by Engr-in-Charge.
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 including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified and directed by Engr-in-Charge.
Excavation in trenches not exc 1.5m wide and not exc 1.50 m depth, from the rain water harvesting pits/drain for foundations, etc, or for shafts, wells, cesspits, manholes, pier holes, etc and not exceeding 10 square meter on plan for manholes etc and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge.
Returning filling in with approved excavated soil including spreading, leveling, watering and well ramming in layers not exc 25cm thick complete all as specified and directed by Engr-in-Charge.
Removing excavated material to a distance n.exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed by Engr-in-Charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, 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 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr-in-Charge.
S&F mild steel Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engr-in-Charge.
M&L preparation new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide zinc chrome primer complete all as specified and directed by Engr-in-Charge.
M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, leveled and rammed including watering complete all as specified and directed by Engr-in-Charge.
M&L for broken stone or boulder hardcore of gauge n exe 63mm deposited, spread and levelled in layers n. exe 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge.
M&L for 75 mm thick PCC C-2, (1:3:6) using 40mm graded stone aggregate as in sub base complete all as specified and directed by Engr-in-Charge.
M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge.
M&L for Machine Pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS- 15658-2006 of 60 mm thickness M-35 grade complete all as specified and directed by Engr-in-Charge.
M&L for screed bed or bedding layer of mortar, 20 mm thick, in cement mortar 1:6, for laying floor finishes/tiles complete all as specified and directed by Engr-in-Charge.
M&L for chequered cement concrete coloured tiles glossy finished 300 x 300 x 25 mm thick or any size of any shape set jointed and pointed in neat cement slurry in floors with grey cement and no pigments complete all as specified and directed by Engr-in-Charge.
M&L for 16 to 18 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed by Engr-in-Charge.
M&L in replacement for pre cast perforated RCC drain cover with frame (rectangular or square) the area of each cover should not be more than 0.5 square mtr and thickness of 60mm each with holes manufactured with M-30 grade of concrete by Vibro Compaction process using accurately designed molds and as suitable reinforced to enable the covers to take load as specified i.e 20 MT for Heavy duty (when tested as per IS-12592) complete all as specified and directed by Engr-in-Charge.
Taking out of existing main hole cover from repair drain of any size and refixing in new position to a distance exc 300 mtr but n exc 1000 mtr complete all as specified and directed by Engr-in-Charge.
Taking out of existing Sign board any size and refixing in new position and making good with cement concrete complete all as specified and directed by Engr-in-Charge.
Taking out of existing delinators/Steel pipe in any size/length and refixing in new position and making good with cement concrete complete all as specified and directed by Engr-in-Charge.
S&F Stainless steel pipe GRDE 304 framed work such as of pipes angles tees, flat including gusset plates etc and welding and or reverting and similar work complete all as specified and directed by Engr-in-Charge.
M&L in replacement for 3 mm thick ACP sheet of any colour/shade as approved and one side covered with 3 M retro-reflective sheet & pasting computerized size of letter of retro reflective sheet not exc 30 cm in height including stop commas, short line dashes, hyphens brackets etc as directed and pasted with approved adhesive as in sign bound cut to size and fixed to stainless steel frame including all necessary fitting arrangement complete all as specified and directed by Engr-in-Charge. Note: Nothing extra paid for writing.
M&L for preparation of brick/concrete wall surface (kerb stone) and applying two or more coats of acrylic emulsion paint over and including priming coat of exterior primer complete all as specified and directed by Engr-in-Charge.
MOHIT ENTERPRISES (BID ID -3099675)
M/s R P Enterprises (BID ID -3114302)
M/S HARINDER SINGH (BID ID -3099566)
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