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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC | L1 | Accepted-AOC Lowest amount quoted | |
| 2 | L2₹38.2 L+₹1.8 L (4.89%)Rejected-Finance 403 NARSINGH NAGAR RANJHI JABALPUR MP PIN 482005 | JABALPUR | JABALPUR | MP | 482005 | L2 | Rejected-Finance Second lowest amount quoted | |
| 3 | L3₹39.5 L+₹3.1 L (8.46%)Rejected-Finance | L3 | Rejected-Finance Third lowest amount quoted | |
| 4 | L4₹39.7 L+₹3.3 L (9.05%)Rejected-Finance 114 BARH CHONDI BARH PATNA BIHAR 803213 | PATNA | PATNA | BIHAR | 803213 | L4 | Rejected-Finance Fourth lowest amount quoted | |
| 5 | L5₹41.6 L+₹5.2 L (14.2%)Rejected-Finance HO SR NO 73 TAPKIR MALA CHOWK TAPKIR NAGAR KALEWADI PIMPRI PUNE 411017 | PUNE | MAHARASHTRA | 411017 | L5 | Rejected-Finance Fifth lowest amount quoted |
Tender Value
Refer Docs
EMD Value
₹92,000
Closing Date
4 Mar 2023, 6:00 pmClosed
Shri Dhiraj Kumar, IDSE, EE
Garrison Engineer (East), Near COD Estate, Ranjhi, Jabalpur (MP)-482011
PROVN OF 2.7 MTR HEIGHT CHAIN LINK FENCING (700 RM) ALONGWITH CONCERTINA COIL AT PT GRND NEW ACCN OF SIGNALS RECORDS, ADDN/ALTRN OF BLDG NO P-04 OF AIR FORCE STATION JABALPUR AND OTHER SANCTIONED WORKS OF DEPOT REGT (SIGS) UNDER AGE B/R-I OF GE (EA
2023_MES_579058_1
8506/E8
Open Tender
Civil Works
Item Rate
270 days
Garrison Engineer (East) Jabalpur
D a(i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (East) Jabalpur
₹92,000
Yes
20 Mar 2023
4 Feb 2023
6 Mar 2023
4 Feb 2023
4 Mar 2023
18 Feb 2023
4 Feb 2023 - 11 Feb 2023
Amount
M&L for excavation in post holes (or similar holes) each n.exc 0.50 Cum in any type of soil, getting out, returning filling in watering and ramming earth or broken rubble mixed with earth around in layers n.exc 25 cm and removing surplus soil to a distance n.exc 50 mtr and making good surface complete all as specified and directed.
M&L for PCC (1:3:6) type C-2 using 40mm graded crushed stone aggregate in foundation filling and mass concrete etc surrounding posts complete all as specified and directed.
S&F Concertina coil 600 mm dia/56 Loops/2.5 mm core wire. Coil Diameter : 600 mm. Type of Strip: Heavy Galvanized (IS 1730) Type of Core Wire : Heavy Galvanized (IS 280-2006) Core wire Diameter : 2.50mm Dia Zinc coating to Strip : Minimum 200 GSM/Sq mm, Zine Coating on wire : Minimum 275 GSM/Sq mm (IS 6745-1972 reaffirmed 2006). Tensile Strength of wire 1400-1500 N/Sq mm Weight : 14.63 Kg (+5%) Number of Loops : 56 Blade Length: 22mm Barb Profile Medium Blade (MBBT) Distance Between Barb 35mm. Strechable length 12 mtrs. Type of clip Hardened Steelin Galvanized steel (83 Nos coil per Km) complete all as specified and directed.
S&F mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, welding etc, and similar work conforming to Fe- 290 Gde E-165 complete all as specified and directed.
S&F galvanized, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild wire, staples or steel pins, etc complete all as specified and directed (each line wire to be measured).
M&L preparation of new or previously untreated surfaces of steel and iron surfaces exc 10 cm width or girth applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and directed.
M&L preparation of new or previously untreated surfaces of steel and iron surfaces n.exc 10 cm width or girth applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and directed.
Supplyin only chain link MS galvanisd fencing, any size or type.
Fixing only chain link fencing of mesh size 100 x 100mm including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provission of binding wire.
S&F mild steel bolt machine made with hexagonal or square heads at one end and screwed the other or screwed both ends each screwed and to be fitted with washers and one hexagonal or square but length of bolt exc 5 cms but n.exc 10cm long dia shall be of 5 to 10mm dia complete all as specified and directed.
M&L mild steel round bars 10mm dia and over, 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 complete all as specified and directed conforming to Gde E-250 or Gde E 165.
S&F MS TMT bars 10mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping forcolumns, hooking ends and binding with mild steel wire (annealed) not less than 0.90 mm dia complete all as specified and directed confirming to Gde Fe-500 or Fe-550.
M&L Mild steel TMT bars 8 mm dia as in stirrups/links cut to length, including cranking, bending etc and binding with mild steel wire (annealed) not less than 0.9mm dia complete all specified and directed.
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 sqm on plan and n.exc 1.5 m in depth and getting out in hard and dense soil complete all as specified and directed.
M&L cement concrete (1:4:8) type D-2 (40 mm graded crushed stone aggregate) as in sub base, foundation, filling and mass concrete complete all as specified and directed.
M&L brick work with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:6.
M&L for rendering 5mm thick in CM (1:3), on fair faces of ceiling surfaces, finished the surfaces even and smooth (without using extra cement) complete all as specified and directed.
M&L for Rendering 15 mm thick on brick work or concrete surfaces in Cement Mortar (1:6) finished even and smooth without using extra cement complete all as specified and directed.
M&L for rendering 10 mm thick plaster in CM (1:4), on the top of chajjas, concrete surfaces, finished even and smooth (without using extra cement) and mixed with integral WPC as per manufacturer's instructions but not less than 3% by weight of cement complete all as specified and directed. Note : WPC shall be measured and paid separately under relevant items.
M&L for rendering 15mm thick on brick work or concrete surfaces in Cement Mortar (1:4) finished even and smooth without using extra cement complete all as specified & directed.
M&L for PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in bed block/hold fast blocks, benching and coping etc with and including necessary form work for fair faces of concrete complete all as specified and directed.
M&L returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in hard and dense soil complete all as specified and directed.
Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point soil complete all as specified and directed.
M&L preparing surface of newly plastered walls and applying two coats of oil bond distemper over chalk whitening preparatory to distempering.
M&L preparing surface of old plastered walls and applying two coats of oil bond distemper over chalk whitening preparatory to distempering.
M&L for preparation of newly plastered surfaces of wall and applying two coats of Cement base paint.
M&L for preparation of new plastered surfaces and and applying two coats of cement base paint over a coat of white cement primer on walls complete all as specified and directed.
M&L suspended false ceiling system using Chicago metallic (E-grid) exposed suspended system, grid size 600 x 600 mm compressing of GI powder coated main runner of dimension 39mm x 24mm x 0.8mm thick (Thickness comprising of GI/0.5mm+PPPCGS/0.3mm & weight of runner 1.35 Kg for 3600mm length), cross Tee of dimension 29mm x 24mm x 0.7mm thick (Thickness comprising of GI/0.5mm+PPPCGS/0.3mm & weight of Tee 0.195Kg for 600mm length) and wall angle of dimension 22.2mm x 22.2mm x 0.65mm thick (Thickness comprising of GI/0.35mm + PPPCGS/0.30mm & weight of angle 0.700 Kg for 3050mm length) with and including 6mm thick HSPC (High Pressure Steam Cured) pre-primed, self embossed, textured designer board, water, termite & fire resistant for insulation and acoustic purpose to be placed in the grid system duly suspended with 4mm dia GI bar hangers fixed with steel dash through fasteners from purlins with butterfly clips (wt 0.007 Kg/clip), hold down clips (Weight - 0.0035 Kg/clip), with provn of light fixture complete all as per manufacturer instructions and as directed. Make : Armstrong/Everest/Ramco.
Demolition of RCC Slabs n.exc 15 cm thickness below or above ground level complete all as directed.
Taking down cement plaster from brick walls including racking out joints hacking for keys scrubbing down with water Removal of existing detoriated decayed tarfelt or any treatment including loose surface craping with scraper chiseling scarping of surface with wire brush or any other method and removing the scrapped materials debris to a distance n.exc 50m depositing where directed complete all as specified.
Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces.
M&L 3mm thick wallcare putty on wall complete.
Taking down chowkats or frames n.exc 1.5 Sqm each (without taking off shutters from the frame) & removing from site complete all as specified and directed.
Taking down chowkats or frames exc 1.5 Sqm but n.exc 4 Sqm each (without taking off shutters from the frame) & removing from site complete all as specified and directed.
Anodised aluminium powder coated frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc complete all as specified.
Anodised aluminium powder coated door shutters, aluminium section weighting 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc, complete all as specified.
Demolition of cement concrete (unreinforced) below or above ground level in any position and removing rubbish to a distance n.exc 100 mtr at low lying area complete all as speciifed.
M&L cutting out cracks to 'V' section in existing roofs/wall or terracing, cleaning out, wetting, grouting with cement and sand slurry 1:3 complete all as specified.
M&L PCC (1:2:4) type B-0 (using 12.5mm graded crushed stone aggregate) as in filling under undulation of roof top/chajjas complete all as specified and directed.
Supplying and providing water proofing treatment over cleaned roof surface with Polymeric standard water proofing membrane, weight not less than 3kg/Sqm comprising of the following for Approachable roof. (i) Cleaning and sweeping and washing down with water to remove all dust etc from plastered roof surfaces/walls etc. (ii) Applying a coat of hot air blown bitumen of grade 85/25 grade confirming to IS-702 @1.2Kg/Sqm over a coat of bitumen primer @ 0.30 Kg/Sqm on prepared surface. (iii) One layer of polymeric water proofing membrane of weight not less than 3 Kg/Sqm centre core of HM HDPE film of thickness 90 micron sandwiched with high polymeric high molecular and fusible film with 100mm over laps with sides and ends. The over laps shall be sealed by flame including vertical surfaces after cutting necessary grooves and making good with PCC gola 1:2:4 type B1 etc adhere to hot blown bitumen all as per manufactures instructions. (iv) Over membrane applying a coat of hot blown bitumen of grade 85/25 confirming to ISD-702 @ 1.2 Kg/Sqm. (v) Binding material such as sand in dry condition @ 0.75 Kg/Sqm minimum shall be dusted over bitumen.
Supply only Integral water proofing compound (ISI Mark) all as specified and directed.
M&L 20 mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron.
Demolition of cement concrete in ground floor paving n.exc 15 cm thickness below or above ground level complete all as directed.
M&L 75 mm thick cement concrete type D-2, 1:4:8 (40mm graded crushed aggregate) as in sub base complete all as specified and directed.
M&L 100mm thick PCC (1:4:8) type D-2 (40 mm graded crushed stone aggregate) as in sub base, finished even and fair complete all as specified and directed.
M&L for Chequered cement concrete tiles rubber moulded 20cm x 20cm x 25mm thick glossy finished & including 15 mm thick screed bed in CM 1:6 set and jointed in neat cement slurry with mixture of white & grey cement in equal proportions and no pigment in floors complete all as specified and directed.
M&L RCC (1:1.5:3) type A-1 using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beam, baces of column under reamed pile and mass concreten walls, beams and columns etc complete all as specified and directed.
M&L RCC (1:1.5:3) type A-1 using 20mm graded crushed stone aggregate as in columns pillars piers posts etc complete all as specified and directed.
M&L RCC (1:1.5:3) type A-1 using 20mm graded crushed stone aggregate as in roof slabs supported on walls beams and columns etc complete all as specified and directed.
M&L RCC (1:1.5:3) type A-1 using 20mm graded crushed stone aggregate as in plinth beam lintel beam roof beam etc complete all as specified and directed.
Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished concrete surfaces complete all as specified and directed.
Formwork to sides of pillars, piers, columns, square, rectangular, polygonal, circular on plan rough finished surfaces of concrete completed all as specified and directed
Formwork to sofits of suspended slabs such as roof slabs, floors slabs, landings and similar work not exceeding 200mm thick (horizontal or sloping) for rough finished surfaces of concrete completed all as specified and directed.
Formwork to sides and sofits of floor or roof beams, beam haunching, bressummers, lintels, cantilevers, shelves including supports overhangs etc also splays between floors and beams etc rough finished surfaces of concrete completed all as specified and directed.
M&L Mild steel work framed such as grills, gratings etc with ends of bars souldered or rivetted or forged into spikes, framed guard bars, frame works of water tanks and similar work complete all as specified and directed conforming to Fe-250 Gde-165 complete all as specified and directed.
M&L for 75mm thick cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as flooring/hardstanding complete all as directed.
Dismantling water tanks exc1000 but n.exc 2000 ltr cpacity and removing to store.
S&F 2000 ltr capacity Rotational moulded polyethylene water storage tank (cylindrical vertical closed top) hoisted and fixed in positions all as specified in SSR Part-I, including 25 mm dia of ball valves high pressure of PTMT with epoxy coated aluminium rod &highdensity plastic ball screwed for iron pipe and fixed. Note : PVC tank shall be ISI marked and having two layers.
M&L for 25 mm dia tubes, 'medium grade', galvanised, with all fitting; fixed to wall, laid in trenches including necessary cutting, chasing, pinning and making surface good complete all as specified and directed.
M&L for 20 mm dia tubes, 'medium grade', galvanised, with all fitting; fixed to wall, laid in trenches incl uding necessary cutting, chasing, pinning and making surface good complete all as specified and directed.
M&L for 15 mm dia tubes, 'medium grade' galvanised, with all fitting and fixed complete to walls and ceilings or laid in floors including necessary cutting, chasing, pinning and making surface good complete all as specified and directed.
Gun-metal, globe or gate valves 25mm, with iron wheel head, screwed both ends for iron pipe and fixed.
Schedule of credit amount of Rs. 370.00 to be deducted during AOC.
LAL SINGH & SONS
M/s Ram Associates
MAA SHARDA CONSTRUCTION
Goodluck Enterprises
GHANI CONSTRUCTION
M/S RAJ BUILDERS
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