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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹40.2 L+₹3.7 L (9.99%)Rejected-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L2 | Rejected-Finance BEING NOT L1 | |
| 3 | L3₹42.4 L+₹5.8 L (15.9%)Rejected-Finance | L3 | Rejected-Finance BEING NOT L1 | |
| 4 | L4₹44.4 L+₹7.8 L (21.4%)Rejected-Finance 702 A1 SHREE PRASAD TAWADEWADI SHREE DATTAGURU PARK KUMBHARWADA URAN DIST RAIGAD MAHARASHTRA 400 702 | URAN | RAIGAD | MAHARASHTRA | 400702 | L4 | Rejected-Finance BEING NOT L1 | |
| 5 | L5₹44.5 L+₹8.0 L (21.7%)Rejected-Finance 203 NIVAAN LAXMI SOCIETY PLOT NO 169 SECTOR 19 KHARGAHAR NAVI MUMBAI 410210 | RAIGAD | MAHARASHTRA | 410210 | L5 | Rejected-Finance BEING NOT L1 |
Tender Value
₹48.4 L
EMD Value
₹96,900
Closing Date
8 Nov 2022, 6:00 pmClosed
GE (NW) KARANJA
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
SPECIAL REPAIRS TO ROOF TREATMENT AND EXTERNAL WALL TREATMENT OF BUILDING P-1023 (BRAHAMPUTRA) AT NAVY NAGAR AND ADD/ALT TO WINDOW, DOORS AND JOINERY WORKS OF KALAPI (P-1112) BLDG AT NAVAL STATION KARANJA
2022_MES_557545_1
8606/E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) KARANJA
SPECIAL REPAIRS TO ROOF TREATMENT AND EXTERNAL WALL TREATMENT OF BUILDING P-1023 (BRAHAMPUTRA) AT NAVY NAGAR AND ADD/ALT TO WINDOW, DOORS AND JOINERY WORKS OF KALAPI (P-1112) BLDG AT NAVAL STATION KARANJA
8 documents required · 8 mandatory
₹500
Yes
GE (NW) KARANJA
₹96,900
Yes
3 Dec 2022
13 Oct 2022
10 Nov 2022
13 Oct 2022
8 Nov 2022
27 Oct 2022
13 Oct 2022 - 27 Oct 2022
Amount
M & L for green marble 18 to 20 mm thick (single piece table rubbed and polised) in step, jambs, pillars, window cills cooking platform and like in CM (1:4) including pointing in white cement (1:2) using marble dust with admirable of pigment to match the shade over 10mm thick screed bed in CM 1:4 complete all as specified and directed.
Taking down chowkats or frames including shutter (without taking off shutters from the frame) area n exc. 1.5 Sqm each. complete all as specified and directed
All as per BOQ item no. 3.00 but exc 1.50 Sqm n.exc 4 Sqm complete all as specified and directed
S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDMrubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws,complete all as specified and directed
S&F Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws,star lock, rubber beading complete all as specified and directed
S&F Aluminium anodised grill (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC15) of approved design/pattern(DG 104), with approved standard section and fixed to existing window frame with CP brass/stainles steel screw not less than 50mm and @ 200mm c/c, incl cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section ( 28mm x 19mm x 2mm thick)around the opening, complete all as specified and directed
S&F aluminium louvers with levers and locking arrangements suitable for fixing 100mm wide 4 to 6 nos frosted glass of size as per existing ventilator complete all as specified and directed
S&F Stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aparture 1.40 mm and fixed with stainless steel wire staples complete all as specified and directed
S&F 4 mm thick sheet glass ordinary quality and glazing complete in square exc 0.50sqm each complete all as specified and directed
S&F 4 mm thick sheet glass ordinary quality and glazing complete in square nexc 0.50sqm each complete all as specified and directed
S&F 4mm thick frosted glass, ordinary quality and glazing with oil putty of any size pane complete all as specified and directed
M&L Cement concrete 1:2:4 type B1using 20 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed
M&L 20 mm thick polymer modified ready mix cement based plaster on external surfaces complete all as specified and directed.
M & L 15 mm thick ready mixed cement base plaster on internal surfaces on brick or concrete surfaces complete all as specified and directed.
M & L for preparation of newly or untreated plastered surface applying two coats of oil bound distemper (OBD) over a coat primer complete all as specified and directed.
S&F in repairs aluminium anodised alloy curtain rails 20mm dia fixing with brackets, stops, rollers etc. complete all as specified and directed
Complete removal of existing water proofing treatment of any description and in any position including PCC padding any thickness and cleaning, wire brushing, watering & removal of debris outside MOD complete all as specified and directed NOTE :-1. Unit rate quoted shall also include for removal of PVC water storage tank (wherever existing carefully) and refixing at the same or other position after completion of roof repair work and removal/refixing of any type of plumbing work/any dia. and increasing height to min 150mm from finished roof treatment.
M&L Cutting out cracks to V-section in existing roofs or terracing, cleaning out and filling solidly with a hot mixture of bitumen and clean dry sand 1:1 (by weight) complete all as specified and directed
M&L Roughening surfaces of old concrete floors by picking, sweeping clean and washing down with water to remove dusts etc. complete all as specified and directed
M&L Brushing neat cement slurry with 3kg/sqm complete all as specified and directed
M&L PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in concrete padding any thickness laid to required slope incl finishing the concrete surface fair and even without using extra cement complete all as specified and as directed.
M & L for 10 mm thick screed bed or bedding layer of mortar in cement mortar (1:4) mixed with water proofing compound as per manufacturer instruction as on roof finished fair & even, complete all as specified and directed NOTE :-Integral WPC shall be measured and paid separately.
M&L for Apply oil bound bitumen primer @ 0.40 Litre / Sqm manufactured by the same agency as that of APP with density of 0.87 to 0.89 Kg / Litre at 25 degree Celsius on the prepared dry roof surface complete all as specified and directed
Providing & laying APP polymeric membrane minimum weight 3 kg/sqm and minimum 3mm thick reinforced with polyster non woven fabric (wt not less than 150 gms/sqm) laid on primed surfaces by torch application method through an authorized applicator of manufacturer of membrane complete all as specified and directed.
M&L for polypropylene polyster Non woven geotextile fabric of 150 gsm on roof treatment complete all as specified and directed.
M&L 25cmx25cmx22mm thick machine pressed PCC tiles (ISI Marked), set jointed and pointed in neat cement sluury over & including 20mm thick screed bed in CM 1:4 mixed with water proofing compound as per manufacturer instruction complete all as specified and directed NOTE :-Integral WPC shall be measured and paid separately.
M&L for Chipping , removing carefullly concrete work by low impact hammer, breakar without damaging the structure & cleaning and disposal of debries out side the premises etc. complete all as specified and directed. (Hard concrete should not be removed by force).
M & L for Carrying out application of ‘Bi-polar migratory corrosion inhibitor' EPCO-KP-100 on concrete surface. This inhibitor has migratory kind of property which permits the material to migrate to a virtual extent of 100 mm, through pores of concrete, inhibiting the corrosion and de-passivating the Electro-chemical reaction. It has property to attack anode as well as cathode, which is purely alkaline in nature (pH-9.5), so it has no carcinogen activity with concrete complete all as specified and directed
M&L for Cleaning existing reinforcement with wire/ rotary wire brush, making the surfaces free from loose material dirt etc. complete and applying two coats of alkaline rust converting primer FEOVERT of Krishna Conchem or Roff rust cleaner of Piddilite or Dr. Fixit Rust removal or ShaliRust of STP Ltd. on the rebars, including cleaning the reinforcement, wirebrushing to remove loose rust spalls, wash the rebars with clean water within 3 min and wipe it dry complete all as specified and directed
M&L for Drilling and fixing Rohibb Teflon nozzles in RCC members, including drilling holes of 12mm dia, 50 to 100mm deep holes. Works shall be carried out as under :- (i) Cleaning of holes. Clean the holes by air blower prior to fixing nozzles. (ii) Fixing of nozzles. Insert 12mm dia. Rohibb Teflon nozzles in cleaned holes. External end of nozzles to be machine to receive outlet of grouting gun. Fix it inside the holes by applying thixotropic epoxy putty to ensure complete sealing. Cure the system for min.12 hrs. (iii) Cutting of nozzles. Cut the nozzles by chisel after completion of grouting without damaging structural elements. (iv) In case crack upto 2mm wide, fix the injection nozzels directly over the cracks, at intervals of 6 to 9 inches, using a drilling machine. Fix PVC/MS nozzels in these holes with fast-setting epoxy putty & let it dry for 2 to 3 days. Also, seal the crack between the ports with epoxy putty. (v) In case where the crack is wider than 2mm upto 4 to 5mm, drill holes at the sides of the crack in a staggered fashion, at intervals of 6 inches and affix them with epoxy putty as mentioned above. (vi) Also, seal the face of the crack with a liberal application of the epoxy putty.
M&L for Injecting of site mixed cement slurry grout, mixed in specified proportion as per manufacturer instruction containing cement, sand water with addition of plasticizers (approved make) & migratory corrosion inhibitors, water cement ratio shall be varied between 0.5 to 1.0 for each hole, shrinkage compensating cement slurry mixed to a lump free fresh creamy consistency , Mixing shall be done by mechanical mixer continuously stirring mechanically to keep cement particles in suspension. Injection of approved/specified grout by means of pump at a pressure of 3-5 Kg/cm2 etc complete till the grout mix flows out from the nozzle indicating complete filling of grout in the holes drilled Shaligrout EI of STP Ltd
M&L Injecting low viscosity (3-5cps) high molecular weight monomer by pressure and using mechanized injector gun with accessories till nozzles refuses to accept the grout, Including, Mixing of material components(part a&b) in the required quantities as per manufacturer's instruction by weigh batching. Grouting the gun with concrete penetrating corrosion inhibitor EPCO-KP-100. Maintain desired pressure in the gun by air compressor; maintain the pressureat exit (2 to 3kg/cm2) by monitoring pressure guage at exit. Grout the material through prefixed nozzles in the structural elements@ 100ml per nozzle. Repeat the process for all the nozzles complete all as specified and directed
M & L in replacement of corroded steel reinforcement with new/fresh reinforcement complete all as specified and directed Note: Replacement of corroded steel reinforcement to be undertaken when 20% of cross section is reduce due to corrosion
M & L for anticorrosive Treatment to Reinforcement by application of two coats of IPNET RB (CBRI Know how) by brush on exposed reinforcement with time interval of minimum 4 hours between each coat all as specified and directed.
M&L Providing and applying structural grade epoxy-latex bond coat prior to application of any type of mortar confirming to ASTM-C- 882-91 (Arizona Slant Shear Test) to ensure bond between old concrete & new concrete by brush application all as specified and directed.
M&L Building up the profile of structural members by using latex B2 modified air cured mortar system in damaged areas (1Cement- 3 part graded cleaned pre-packed river sand- 5 to 10% latex mortar by weight of cement- 0.35% w/c ratio) in 20 mm thickness including leveling profiling etc. complete all as specified and directed.
Providing and applying jacketing around columns with Micro concrete (Molith-MC) M40 including all lifts, shuttering, drilling holes and fixing shear anchor complete all as specified and directed Note: Reinforcement shall be measured and paid separately.(Rates including jacketing, formwork and micro concrete) all as per manufacturer's instruction complete all as specified and directed
Providing and applying jacketing around columns with Micro concrete (Molith-MC) M30 including all lifts, shuttering, drilling holes and fixing shear anchor complete all as specified and directed Note: Reinforcement shall be measured and paid separately.(Rates including jacketing, formwork and micro concrete) all as per manufacturer's instruction complete all as specified and directed
Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed
M&L100 mm thick, Cement concrete 1:2:4, type B2 using 40 mm graded stone aggregate as in pavings, hardstandings and similar work complete all as specified and directed
M&L 50mm thick, PCC 1:3:6, type C-2 using 40mm graded stone agg finished even and smooth without using extra cement as in plinth protection complete all as specified and directed
M&L Forming 12 mm thick Expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade 'A', as in 100 mm thikness of concrete slab complete all as specified and directed
M&L Forming Contraction(Dummy) joints 65 mm deep x 10 mm wide, filled with Grade 'A' sealing compound complete all as specified and directed
M&L 20 mm thick polymer modified ready mix cement based plaster on external surfaces imixed with water proofing compound as per manufacturer instruction complete all as specified and directed
Supply only integral water proofing compound complete all as specified and directed
COMMON ITEMS FOR JOB 'A' & JOB 'B'
Taking down cement or cement lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and directed JOB 'A' - 565 Sqm , JOB 'B' - 100 Sqm
M & L for new or old surfaces of exterior wall decorating and water proofing treatment to wall surface by wire brushing in order to remove dust, dirt, loose particles, laitance. Thereafter wash the surface with clan water & allow to dry. Fill visible cracks/ joints by chemistic crack seal caulking compound & allow to dry for 24 hours. Apply a primer coat of chemistic prime M Seal (water base primer) and allow to dry for 6 hours. Thereafter apply 02 coats of chemistik PDS-50 (WB high build anti caronatin coating cum waterproofing) & shade by brush at the interval of 08 hours between the coat and allow to dry to match the existing shade including necessary scaffolding for any height, covering etc complete all as per specified and directed. JOB 'A' - 230 Sqm JOB 'B' - 2571 Sqm
Mahadev Enterprises
Har Siddhi Buildcon
Sagar Electricals
BALAJI TRADERS
M/s S.D Construction Co
INDIA ENGINEERS AND CONTRACTORS
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