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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.5 LAccepted-AOC | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹41.7 L+₹3.3 L (8.71%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹42.5 L+₹4.1 L (10.7%)Rejected-Finance FLAT NO 20 AMBEDKAR ROAD DEHU ROAD PUNE 412101 D 101 CESC INDEX NO D 101 HQ CESC PUNE | NA | NA | 412101 | L3 | Rejected-Finance Rejected |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
2 Jun 2022, 6:00 pmClosed
GE Dehu Road, Pune
GE Dehu Road, Pune
REPAIRS TO ROOFING VALLEY GUTTERS PLASTERING FLOORING AND ROOF TREATMENT TO CERTAIN BUILDING AND SWT TO DEPOT AREA OF COD UNDER AGE BR EAST AT GE DEHU ROAD
2022_MES_520374_2
8623
Open Tender
Civil Works
Item Rate
270 days
GE Dehu Road, Pune
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE Dehu Road, Pune
₹90,000
Yes
16 Jun 2022
17 May 2022
4 Jun 2022
17 May 2022
2 Jun 2022
19 May 2022
Amount
Demolition of brick work built in cement mortar including all arches, pillars all quoins etc complete all as directed.
Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar (like for interlocking tile , kota stone, cuddapa stone and marbles( complete all as directed.
Demolition of wall/ ceiling boards (fibre pulp insulation etc.) or insulations boards /slabs/blankets any thickness incl. cover fillets and alum snap grid complete all as directed.
Dismantling floor hearth or wall tiling incl cement mortar bedding/plaster (but not backing) and removing rubbish off the premises etc complete all as directed.
Demolition of concrete ( un reinforced ) of any description and in any position not otherwise specifically provided for
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as directed.
Dismantling plain or corrugated steel sheeting of any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed.
Dismantling asbestos cement (corrugated/ semi corrugated etc) sheet in roof covering complete all as specified and directed.
M&L for brick work with Sub class 'B' bricks straight or curved on plain exc 6m mean radius built in CM 1:6 complete all as specified and as directed by Engineer-in-Charge
Ditto-all as per Item No 9 above but except bricks complete all as specified and as directed by Engineer-in-Charge
S&F Rolled Sections as in main croos beams , hip and jack rafters; purlins, where connected to common rafter , posts etc. conf to Fe-410-w (gdeE-250 quality-A) complete all as specified and as directed by Engineer-in-Charge
M &L for MS work as in wind tie for roof incl securing bolts, hand rails, half round or other stooden hand rail straight portion , posts and struts in fencing including cutting tops to shape as directed etc, flat iron fillets (for securing wire mesh etc) steel section or core for or any other work incl cutting, drilling holes etc complete all as specified and as directed by Engineer-in-Charge
M&L for MS Plates (plain or chequrred) channels,square cut, notched chamfer or square cut or notched (ordinary and counter sunk) forming holes without any attachment with MS Gde Fe 410-0 complete all as specified and as directed by Engineer-in-Charge
M&L for mild steel screw bolts (machine made) with hexogonal or square heads at one end & screwed the other or screwed both ends each screwed end to be fitted with washers & one hexagonal or square nut, length of bolt n.exc 5 cm long, diameter of shank 11 mm to 15mm complete all as specified and as directed by Engineer-in-Charge
M & L for mild steel bolts purpose made with hexagonal or square head one end and screwed the other or screwed both ends each screwed end to be fitted with washers and one hexagonal or square not exceeding 30cm long of dia of neck in mm exc 12 and not exc 20mm complete all as specified and as directed by Engineer-in-Charge
Fixing only 0.63mm thick galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with coach screws and washers in roofs walls etc with grade of zinc coating 275, s etc complete all as specified and as directed by Engineer-in-Charge
S&F 0.63 mm thick corrugated galvanised mild steel sheets with two corrugation side lap fixed with L-type or J-type hooks with washers in roofs and wall etc with grade of zinc coating 275 including repair of roof sheeting work to carried out at any height including necessary scaffolding and safety measures complete all as specified and as directed by Engineer-in-Charge.
M&L for 0.80mm thick plain galvanised mild steel sheeting, in ridges,hips, valley gutters drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specified and as directed by Engineer-in-Charge
S & F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall fixed with self tapping screws complete all as per manufactures instructions with all fittings and accessories etc complete all as specified and as directed by Engineer-in-Charge.
M & L for 0.50 mm pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of an any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws as specified etc complete all as specified and as directed by Engineer-in-Charge
M&L for preparation of new steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge
M&L for Machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed no pigment to match the shade of the slab including rubbing and polishingcomplete all as specified and as directed by Engineer-in-Charge
M&L for Marble work green marble 18 to 20 mm thick (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in CM (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with green marble shade complete all as specified and as directed by Engineer-in-Charge
M&L machine cut kota stone slab flooring 20-25mm thick over and including cement screed based 15 mm thick in CM 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab incl cutting polishing and rubbing complete all as specified and as directed by Engineer-in-Charge
M&L for Non-skid coloured Ceramic tiles of 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the coloured tiles including 15mm thick Screed bed or bedding layer in CM 1:6 for laying floor finishes complete all as specified and as directed by Engineer-in-Charge
M & L for Non skid ceramic coloured tiles 7 to 8 mm thick (Square or Rectangular) area of each tile exc. 0.11 Sqm but not exc. 0.18 sqm, as in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile including 15mm thick Screed bed or bedding layer in CM 1:6 for laying floor finishes complete all as specified and as directed by Engineer-in-Charge
All as per item No 26 above but on skirtings incl 10 mm th rendering in CM (1:4) complete all as specified and as directed by Engineer-in-Charge
M&L for vitrified coloured tiles 10mm th (square/rectangular) polished area of each tile 0.30 sqm but n exc 0.42 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm th screed bed in CM 1:6 complete all as specified and as directed by Engineer-in-Charge
Ditto all as per item No 28 above but on skirting over 10 mm th rendering in CM 1:4 complete all as specified and as directed by Engineer-in-Charge
M&L for glazed coloured ceramic tiles 350 mm x 250mm/450mmx350x7 to 7 mm thick as in vertical surfces set & jointed in neat cement slurry & pointed in coloured cement incl backing coat 10mm thick in CM 1:4 complete all as specified and as directed by Engineer-in-Charge
M&L 100 mm thick P.C.C 1:4:8 type D-2 using 40 mm graded aggregate in sub base complete all as specified and as directed by Engineer-in-Charge
M & L 50 mm thk Cement conc type C-2, 1:3:6 (40 mm gr agg) as in plinth protection finished even and fair complete all as specified and as directed by Engineer-in-Charge
M&L for cement conceret 1:3:6 Type C-2 Using 40 mm graded stone aggregate as in surface channel and drain bed complete all as specified and as directed by Engineer-in-Charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and as directed by Engineer-in-Charge.
Taking down cement plaster of any description of brick or stone wall etc incl racking out joints and hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in-Charge
M&L for rendering in patches 10 mm thick in CM 1:6 on fair faces of brick walls finished even and smooth w/o using extra cement complete all as specified and as directed by Engineer-in-Charge
M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or conrete surfaces finishing the surfaces even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge
M&L for preparing new plastered surfaces & applying two coats of cement base paint on walls complete all as specified and as directed by Engineer-in-Charge
M&L for preparation of new surfaces plastered or unplastered new surfaces & applying two coats of oil emulsion distemper on walls complete all as specified and as directed by Engineer-in-Charge
M & L PCC type D2 1:4:8 (40 mm Gr. Agg ) 75mm thick as in sub base complete all as specified and as directed by Engineer-in-Charge
M&L for laying machine pressed precast concrete interlocking reflective coloured pavers block any shape and size confirming to IS 15658-2006 of 55mm to 60mm thick, M-35 Grade over 30mm thick sand layer watering and ramming complete all as specified and as directed by Engineer-in-Charge
M& L Chequered Cement Concrete Tiles 20 CM x 20 CM X 25 mm th set and jointed in cement slurry and pointed in neat grey cement & pigment in floors over screed bed 15 mm thk in cm 1:6 complete all as specified and as directed by Engineer-in-Charge
S&F Aluminium anodised snap grid false ceiling, for insulation and acoustic purpose, using standard aluminium sections of size 35.60 mm x 23.60 mm x 1.60 mm as in wall angle, 23.60 mm x 23.60 mm x 1.60 mm as in Main/ Cross Tees and 26.00 mm x 26.00 mm x 1.60 mm angles for grid of size 605 x 605mm suspended with 4mm dia. GI wire at intervals n.exc. 600mm centre to centre and fixed to roof truss with suitable size MS hooks and fastening bolts etc. from sloping/flat roof including 12 mm thick Gypsum ceiling boards of size 600mm x 600mm fixed with clips to aluminium snap grid including preparation of exposed surfaces of ceiling boards and applying two coats of acrylic emulsion distemper over a coat of primer all as specified and as directed.
Taking down existing treatment of any description and any layer from roof including scraping and roughening old by picking, sweeping clean and washing down to remove dust etc.complete and applying/brushing the cleaned surface with neat cement slurry 3 Kg per Sqm complete all as specified and as directed by Engineer-in-Charge
M&L for rendering 10mm thick in CM 1:4 on concrete surfaces / slabs with admixture of integral water proofing compound @ 3% by weight of cement for filling depressions if any to receive water proofing treatment (WPC shall be measured & paid seperately) complete all as specified and as directed by Engineer-in-Charge
Supply only integral water proofing compound.
M&L for water proofing treatment using polymerised membrane to roof slab. Water proofing treatment shall be as under :- (a) The roof surface shall be thoroughly wire brushed, washed, dried up & cleaned to remove all foreign materials & dust to receive primer. (b) On the dried roof surface, apply one coat of bituminous primer @ 100 Gm/ Sqm as per manufacturers instruction. (c) On this primed surface, the approved APP modified bituminous membrane with non woven polyester mat asreinforcement weighing not less than 3.5 Kg/ Sqm laid by torch application metho and top surface shall be applied with bituminous aluminium paint. (d) The overlap while torching shall be 75mm on longitudinal direction & 100mm on transverse direction.
M&L for PCC (1:2:4) type B0 using 12.5mm graded stone aggregate lacing coarse at junctions of roof and parpet wall as specified and directed.
L.K.R.TIWARI CONSTRUCTION
Santhi Enterprises
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