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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹70.2 L+₹5.1 L (7.83%)Rejected-Finance | L2 | Rejected-Finance Rate higher than L1 | |
| 3 | L3₹75.5 L+₹10.4 L (16.0%)Rejected-Finance S NO 41 4K JAIHIND SOCIETY GANESH NAGAR NEAR ANAND PARK VADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | L3 | Rejected-Finance Rate higher than L1 | |
| 4 | L4₹78.7 L+₹13.6 L (20.9%)Rejected-Finance | L4 | Rejected-Finance Rate higher than L1 | |
| 5 | L5₹80.8 L+₹15.7 L (24.2%)Rejected-Finance FLAT NO B 205 S NO 296 2 DIVINE HOMES PORWAL ROAD LOHEGAON PUNE 411047 | PUNE | MAHARASHTRA | 411047 | L5 | Rejected-Finance Rate higher than L1 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
14 Sept 2021, 6:00 pmClosed
COL N K SAH
CWE AF LOHEGAON
NAME OF WORK SPECIAL REPAIRS TO ROOF OF SMQs AND PERIMETER WALL AT 28 END AT AF STN PUNE
2021_MES_466021_1
81829/E8
Open Tender
Miscellaneous Works
Item Rate
270 days
GE AF LOHEGAON
AS PER NIT DOCUMENT
5 documents required · 5 mandatory
₹1,000
Yes
GE AF LOHEGAON
₹1.5 L
Yes
7 Oct 2021
7 Aug 2021
21 Sept 2021
7 Aug 2021
14 Sept 2021
31 Aug 2021
Amount
Dismantling of Single layer Mangalore pattern or similar tiles in roofing in any descriptionscomplete all as specified and directed by Engineer in Charge.
Dismantling of Asbestos cement ( corrugated , semi corrugated etc) sheets in roof coverings in any position complete all as specified and directed by Engineer in Charge.
Dismantling of wooden battens for tiles, shingles etc, of any size including tiling fillets of spacing exc 15 cm complete all as specified and directed by Engineer in Charge. Note:- Area of roof will be measured.
Dismantling timber scantlings of any section in Framed work in any position complete all as specified and directed by Engineer in Charge.
M&L for Second class hard-wood clean sawn as in timber scantlings fixed in framed work complete all as specified and directed by Engineer in Charge.
ditto all as per item No 05 above but fixing only complete all as specified and directed by Engineer in Charge.
Preparing surfaces of wood and wood based materials, new or old, of any description and girth, and treated with Creosote oil complete all as specified and directed by Engineer in Charge.
S&F Rolled Mild steel sections as in main and cross beams, hip and jack rafters , purlins where connected to common rafters and running fixed with angle cleats or other connecting plates etc, Fe-410 W(Gde E-250) complete all as specified and directed by Engr-in- Charge.
M&L for Preparation of new steel surface of any description over 10 Cm in width or girth, not otherwise described applying two coats of synthetic enamel paints over a coat of red oxide zinc primer complete all as specified and directed by Engineer in charge. Note : Application of synthetic enamel paints over a coat of red oxide zinc primer shall be got done through authorised applicator.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheeting (PPGL) 0.50mm thick of any colour having tensile strength 550 Mpa as in roof covering/cladding to wall , fixed with self tapping screws etc complete all as specified and directed by Engineer in charge.
S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheeting (PPGL) 0.50mm thick of any colour having tensile strength 550 Mpa as in ridge, hip, valley gutters, drip and straight flashing fixed with self tapping screws etc complete all as specified and directed by Engineer in charge.
M&L for 6mm thick Asbestos cement one piece plain angular ridge 6mm thick fixed with L type or J type or cranked hook bolts complete all as specified and directed by Engineer in charge.
Dismantling of boarding of any description fixed in any position complete all as specified and directed by Engineer in charge.
S&F 20mm thick clean sawn 2nd class hard wood boarding as in eves board, plained on both side edges tongued and grooved or rebated fixed with nails complete all as specified and directed by Engineer in charge.
M&L for 25 MM thick cement concrete type B-0, 1:2:4 ( 12.50 mm graded stone aggregate) average thickness as in roof padding treatment and sub base of floor and similar work etc complete all as specified and directed by Engr-in- Charge.
Supplied only water proofing admixture etc complete all as specified and directed by Engineer in charge.
M&L for water proofing treatment with APP based polymeric membrane over 15mm thick plaster on roof with the following courses of treatment :- (a) Complete removal of existing treatment, cleaning & washing the concrete /tiles surface by using wire brush including junction of parapet etc. (b) M&L 15mm thick cement plaster in CM 1:4 using water proofing liquid as per manufacturer instructions over neat cement slurry @ 3kg/Sqm on roof surface. Note: Water proofing liquid /compound will be measured & paid separately. (c) Applying bituminous primer (IS 3384) @ 0.160 Kg per sqm of the surface area including cleaning the surfaces complete all as specified. (d) M&L for APP based polymeric membrane minimum weighing 3 kg/Sqm and minimum 3mm thick reinforcement with polyster non woven fabric (wt reinforcement not less than 150gms/sqm) laid in primed surfaced application including preparation and applying two coats of Heat resisting Aluminium paint over APP membrane complete all as specified and directed.
Demolition of brick work / stone built in cement mortar complete all as specified and directed by Engr-in- Charge.
M&L for precast cement concrete block masnory with soild blocks, exc 10 cm in width with PCC type C1, 1:3:6 ( using 20mm graded stone aggregate) and set in CM (1:6) complete all as specified and directed by Engr - in- Charge.
M&L for rendering in two layers on external surfaces first layer 10mm thick in CM 1:6 on fair faces of brick/PCC block or concrete surfaces and second layer ( setting coat / finishing) 5mm thick in CM 1:4 with approved water proofing compound finished even and smooth without using extra cement complete all as specified and directed by Engr-in- Charge. (Note:- WPC shall be measured and paid seperately)
M&L PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coving/coping and similar work including use and waste form work complete all as specified and directed by Engineer in charge.
Dismantling and removing PVCwater tank capacity Exc 250 ltr & n Exc 500 ltr complete all as specified and directed by Engineer in charge.
S&F rotational moulded polyethylene water storage tank tripple layer cylindrical vertical with closed top 500 ltrs capacity hoisted and fixed in position connecting to inlet and outlet pipe connections with and including 20mm dia GI wash out with plug fixed in repairs complete all as specified and directed by Engineer in charge.
S&F in repair 20mm ball brass valves high pressure with polythene flot and flynut complete screwd for iron pipes or brass ferrule and fix complete all as specified and directed by Engineer in charge.
S&F in PVC water tank lid / cover (ISI marked) of 250 to 500 ltr water tank complete all as specified and directed by Engineer in charge.
Taking up or down 15mm dia GI steel water tubing and connections, including cleaning and refixing the in new or old positions complete all as specified and directed by Engr -in- Charge.
Taking up or down 20mm dia GI steel water tubing and connections, including cleaning and refixing the in new or old positions complete all as specified and directed by Engr -in- Charge.
S&F 15mm dia GI steel water tubing medium grade ISI marked laid in trenches or fixed to walls and ceilings or laid in floors with and including all fittings such as bends, elbows,tees, short pieces etc complete all as specified and directed by Engr -in- Charge.
-Ditto- all as per item No. 28 above, but fixing only old GI tubing complete all as specified and as directed by Engineer in charge..
S&F 20mm dia GI steel water tubing medium grade ISI marked laid in trenches or fixed to walls and ceilings or laid in floors with and including all fittings such as bends, elbows,tees, short pieces etc complete all as specified and directed by Engr -in- Charge.
-Ditto- all as per item No. 30 above, but fixing only old GI tubing (20 mm bore) complete all as specified and directed by Engineer in charge.
Supply and fixing 20mm dia brass / gun metal gate valve with iron wheel head screwed both ends for iron pipe including dismantling and takingout unserviceable Gun metal gate valve from existing pipe line complete all as specified and directed by Engineer in charge.
Demolition or breaking up drain pipe ( salt glazed ware, AC, CI, PVC or reinforcement concrete) of any dia etc complete all as specified and directed by Engineer in charge.
S & F PVC (SWR) pipes 110mm dia in any length with rubber ring joints fixed to walls/trenches/floors etc complete all as specified and directed by Engineer in charge.
S & F PVC (SWR) bend 110mm dia with access door bends complete all as specified and directed by Engineer in charge.
S & F PVC (SWR) bend 110mm dia without access door bends complete all as specified and directed by Engineer in charge.
S&F grating 150mm dia of Chromium plated for wash basin fixed in repairs complete all as specified and directed by Engineer in charge.as specified.
Taking down chowkats with shutters of any description not exc 1.50 sqm each and removing to or from store complete all as specified and directed by Engr-in-charge.
S & F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube in opening complete all as specified and directed by Engr-in- Charge.
S&F Factory made solid panel pvc door shutter 30mm thick (style) consisting of frame made out of ms tubes for top &bottem rails, ms frame shall be covered with heat moulded plain colour PVC 'C' channel having a pvc sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour pvc sheetfor top rail ,lock rail, &bottem rail, on either side & as gap insert for top rail , panneling of plain colour pvc sheet to be fitted in the ms frame welded /sealed to the stiles & rails with suitable pvc sheet beading, & jointed together with solvent cement suppling & fixing in the frame at site complete all as specified and directed by Engr-in-Charge.
Taking down Shutters of any description exc 1 sq. m and not exc 2 sq. m each complete all as specified and as directed by Engr-in- Charge.
S & F 30 mm thick flush shutter water proof BWR grade solid core construction with block board core and ply wood face panel commercial type both sides complete all as specified and as directed by Engr -in - Charge.
S&F for 35mm thick IInd class hard wood glazed and skelton shutters divided into squares with plain chamfered or reounded miltred and related sash bars number to received glass gauze etc edges of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc size of members of shutters as specified in SSR Part-I section 8 clause 8.20(a) supplied and fitted to chowkats complete complete all as specified and as directed by Engr-in-charge.
S&F for 2nd class hard wood fillets square rectangular as in frames fixed with nails of area exc 13 Sqcm but not exc 25 Sqcm wrought in repairs complete complete all as specified and as directed by Engr-in-charge.
S&F in repairs for Galvanised mild steel wire cloth of 0.56 mm nominal dia of wire & and average width of aperture 1.18 mm fixed with Aluminium beeds for bird proofing of ventillators complete all as specified and directed by Engineer in charge.
S&F in 300mm MS ordinary rat rail rod pattern springs and including roller and roller plate fixed complete all as specified and directed by Engineer in charge.
Preparing new wooden surfaces any description exc 10 cm width/girth and applying two coats of synthetic enamal paint any shade over a coat of pink primer all as directed
S&F mild steel 100 mm long butt hinges, medium weight cold rolled complete all as specified and directed by Engineer in charge.
S&F 200 mm long aluminum anodised barrel tower bolts of extruded section of size complete all as specified and directed by Engineer in charge.
S&F 150 mm extruded aluminum alloy handles, cast type, anodized complete all as specified and directed by Engineer in charge.
S&F for floor door stopper of brass body and tongue, anodised with hard drawn steel spring, fixed in floor complete all as specified and as directed by Engr-in- Charge.
S & F in repairs 4mm thick sheet glass glazing with oil putty or wooden beads in squares n. exc 0.5 sqm in each pane complete all as specified and directed by Engineer in charge.
Hacking out old broken glass (any thickness, size, quality or description) from wooden /metal frames or stone, concrete glazed with putty or fixed with beads including punching or drilling out old glazing pins/spring clips complete all as specified and directed by Engineer in charge.
Taking down cement or cement lime plaster on brick or stone walls, etc including racking out joints hatching for key, scrubbing down with water etc complete all as specified and as directed by Engr-in- Charge.
M&L for 15 mm thick rendering in cement mortar 1:6 on fair faces of brick or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed by Engr-in- Charge.
M&L for applying two coats of oil bound distemper over a coat of primer,over 1mm thick wall care putty on walls including preparation of new or previously untreated surfaces complete all specified and directed by Engr-in- Charge.
M&L for complete removal of existing treatment and applying two coats of oil bound distemper over a coat of primer over and including 1mm thick wall care putty, on walls including preparation of new or previously treated surfaces complete all specified and directed by Engr-in- Charge.
M&L for complete removal of existing treatment and applying two coats of Cement Base Paint over a coat of alkali resistane primer on walls complete all as specified and directed by Engr-in- Charge. Note : Application of cment base paint shall be got done through authorised applicator.
M&L for applying two coats of Cement Base Paint over a coat of chalk whiting on walls including preparation of new or previously untreated surfaces upto the height of three stories building including necessary arrangement like scaffolding etc complete all as specified and directed by Engr-in- Charge.
M&L for preparation of old surfaces of wood and wood based material of any description over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engr-in- Charge.
Dismantling of wall and ceiling board ( fibre, pulp, insulation etc) as in ceiling and lining of any gauge or any thickness including cover fillets complete all as specified and directed by Engineer in charge.
Material and labour 9mm Pre painted PU coated gypsum board (600 x 600mm) suspended false ceiling incl GI powder coated grid work using 32.5mm x 23.5mm x 1.5mm main tee, 25mmx23.5mmx1.28mm crossed tee & 25mmx23.5mmx1.2mm angle fixed to wall for false ceiling incl necessary supporting hanger with 6mm dia GI wire & wire J bolts washer nuts for securing frame work to ceiling, suspended @125 cm C/C bothways, size of grid shall be 605x605mm complete all as manufacturer instruction & specified & directed by Engr-in-charge.
Dismantling floor, hearth or wall tiles laid, bedded, pointed in any mortar of any description or thickness in floors, aprons etc. complete all as specified and directed by Engineer in charge.
M&L for Coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.16 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15 mm screed bed or bedding layer for floor finishes in CM 1:4 complete all as specified and directed by Engr-in-Charge.
M&L for Non - skid Ceramic Coloured tiles 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 laid over and including 15 mm screed bed or bedding layer for floor finishes in CM 1:4 complete all as specified and as directed by Engr-in-Charge.
M&L for joint free Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match in colour cement to match complete all as specified and as directed by Engr-in- Charge.
S&F PVC valve less syphonic action type, flushing cistern 10 ltrs capacity,low level white with inlet, ball valve float and handle including brackets including 32mm dia PVC flush pipe for low level cistern including all joints fixed in repair complete all as specified and directed by Engr-in- Charge..
S&F for bib tap 15 mm bore of fancy chromioum plated with long shank & cup , screwed down high pressure with crutch or butterfly, screwed both ends for iron pipe or for brass ferrule fixed in repair complete all as specified and as directed by Engr-in- Charge.
Supply only, 15 mm bore pillar taps fancy type cast copper alloy with capstan heads chromium plated screwed down high pressure with or without letter hot or cold with long screwed and shanks and fly nuts screwed for iron pipes complete all as specified and directed by Engineer in charge.
S&F for 15 mm bore angle stop valves chromium plated fancy type screwed down high pressure with crutch or batterfly handle screwed both ends for iron pipes or for union fixed in repair complete all as specified and as directed by Engr-in- Charge..
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided including removing debris to a place exc 1.5Kms and not exc 5KM outside MD land complete all as specified and directed by Engr-in- Charge
Rough excavation not exc 1.50 mtr deep and getting out hard dense soil complete all as specified and directed by Engr-in- Charge
Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr deep and getting out in liquid and muddy complete all as specified and directed by Engr-in- Charge
Excavation in trenches not exc 1.5 mtr in wide and not exceeding 1.50 mtr deep for foundation & getting out in any type of soil complete all as specified and directed by Engr-in- Charge
Excavation in trenches not exc 1.5 mtr in wide and not exceeding 1.50 mtr deep for foundation & getting out in soft /disintegrated rock complete all as specified and directed by Engr-in- Charge
Removing excavated excavated soil/ material exceeding 250mtr but not.exc 500 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and as directed by Engr-in- Charge.
Returning filling in including spreading levelling watering and well ramming in layers n.exc 25cm with soil obtained from excavation complete all as specified and directed by Engr-in- Charge.
M&L for cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate in foundations and mass concrete complete all as specified and directed by Engr-in-Charge.
M&L for RCC M- 25 ( Design Mix) using 20mm graded aggregate as in foundation including rafts, footing, foundation beams, plinth beams, bases for columns etc basement slab under rammed pillars and mass concrete etc complete all as specified and directed by Engr-in-Charge.
M&L for RCC M- 25 ( Design Mix) using 20mm graded aggregate as in columns,pillars, piers, posts and sturts etc complete all as specified and directed by Engr-in-Charge.
M&L for RCC M- 25 ( Design Mix) using 20mm graded aggregate as in beams, cantilevers, bressumers, lintel over 1.5 m span complete all as specified and directed by Engr-in-Charge.
M&L for form work to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits ( if any) of foundation and plinth beam and similar work vertical or to batter on rough finish surface complete all as specified and directed by Engr-in-Charge.
M&L for form work to sides of pillars, posts, sturts, piers, columns and sanchions etc on rough finished surface complete all as specified and directed by Engr-in-Charge.
M&L for form work to sides and soffits of floor or roof beams , beam haunchings including supports overhang etc also splays between floors and beams etc on rough finish surface complete all as specified and directed by Engr-in-Charge.
M&L for PCC 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) as below plinth beams complete all as specified and directed by Engineer in charge.
M & L for MS TMT bars 10mm dia and over as in reinforcement, 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 etc complete all as specified and directed by Engineer in charge.
M & L for MS TMT bars 8mm dia 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 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders or securing with clips etc complete all as specified and directed by Engineer in charge.
M&L for 15 mm thick rendering in cement mortar 1:4 on fair faces of brick or concrete surfaces, finished fair and without using extra cement complete all as specified and directed by Engr-in- Charge.
S & F for Mild steel screw bolt machine 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 nut. Exc 30cm long, diameter of neck in exc 12 mm but n exc 20 mm,etc complete all as specified and directed by Engineer in charge.
S& F 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 con- forming to Fe.290.Gde-E-165,etc complete all as specified and directed by Engineer in charge.
S&F MS angle iron of Y shape for fencing incl cutting tops/sides of shape as directed, drilled holes notching of barbed wire in Y shape angle, including all necessary drilling bolting or riveting etc, and similar work conforming FE-290 Gde E-165.
S&F for galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and staining and fixing to any type of strandard rails straining bolts including, securing or typing at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc, as directed by Engr-in-charge.
M&L for applying two coats of Cement Base Paint over a coat of primer on walls including preparation of new or previously untreated surfaces complete all as specified and directed by Engr-in- Charge.
M&L for broken glass coping in cement mortar (1:3) 20mm thick and glass not exc 14 Kg/Sqm complete all as specified and directed by Engr-in- Charge.
M&L 600mm bore RCC pipes class NP-2 laid and jointed with collars complete all as specified and as directed by Engr-in-Charge.
S&F of boulder pitching laid dry grouted with cement and sand mortar 1:6 complete all as specified and as directed by Engr-in-Charge.
S&F Punched Tape Concertina Coil (including spike and handle) with 50turns and dia 1050mm, Max coverd lenth 10RM, having a core wire of high carbon spring steel of high tensile strength. The punched tape and core wire (2.6 + 0.035mm dia) are electro galvanized to provided protection against out door exposure. The punched tape is mechanically crimped over the core wire and then formed into a coil at various parts of the periphery of the coil; steel clips “ total 129 Nose per coil spaced” to connect the individual turns of the coil to each other so that it opens up like an accordion. The width of strip as 19mm and spacing of blades 24.00 + 0.5 mm C/C. The weight of each coil will be 15.2 + 5% Kgs without packing material and coil length 10 Mtr when opened up with an effective height 915mm Each coil wound with bituminized hessian cloth for providing protective packing complete all as specified and directed by Engr-in-Charge.
GREEN VALLEY NURSERY
OM INFRA
Sanjay Glass
BSK Construction
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