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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1Accepted-AOC | ₹1 | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹10 L
Closing Date
4 Dec 2023, 1:00 pmClosed
General Manager
Verka Milk Plant Ludhiana, Ferozepur Road
Design, Supply, Installation, Testing and Commissioning of Freon Based Cold Rooms, Blast Cold Room, Anti- room with Puff Panels, Compressor Racks and its Accessories including other allied refrigeration jobs and Civil Works at Verka Ludhiana Dairy
2023_Coop_112661_1
2023-24/044
Open Tender
Machineries/ Mechanical Engg Items
365 days
Verka Milk Plant Ludhiana, Ferozepur Road
Please refer to the tender document
5 documents required · 5 mandatory
₹500
₹10 L
15 Jan 2024
18 Nov 2023
5 Dec 2023
18 Nov 2023
4 Dec 2023
18 Nov 2023
item name
Design, Supply, Installation, Testing & Commissioning of Freon Based Cold Rooms, Blast Cold Room, Anti- room with Puff- Panels, Compressor Racks & its Accessories including other allied refrigeration jobs at Verka Ludhiana Dairy. (Complete turn key project including installation & commissioning of machineries.)
Construction of Cold Store (Civil Works)
Dismantling of existing Reinforced cement concrete/ Brick work/ tile masonry in cement mortar, as per actual site conditions/ requirements, finishing the broken surface to match with the surrounding, removing the debris etc. within site/ campus. Including cutting the reinforcement if any and cleaning & stacking of dismantled bricks and bats for re-use in new work, complete in all respects as directed by the E-in-C.
Disposal of debris to suitable dumping ground outside plant in trolley excluding steel reinforcement. (100 cuft per trolley)
Earth work in excavation for all type of foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent refilling around masonary etc. in 15 cms layers with compaction/ consolidation, including disposal of all surplus soil as directed , within campus/site.
Earth filling under floors/in plinth with surplus soil excavated from foundations (as per Sr. No. 2.03 above) and taken only from outside the building plinth, in 15cms layers including ramming, watering and consolidating as directed by the Engineer-in-Charge.
Earth filling under floors with approved earth brought from outside (any lead) and filling in 15cms layers including carriage, loading & unloading, ramming, watering and consolidating, complete in all respects as directed by the Engineer-in-Charge.
Providing and filling in plinth and under floors approved local river sand including carriage loading, unloading, spreading, watering, ramming, consolidating, etc. complete as directed by the Engineer-in-Charge.
Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS-6313-2001 (Part-2) & using Chemical containing chloropyrifos systemic insecticide diluted to manufacturer’s specifications i.e. 1 Ltr. of choropyrifos and 19 ltr. water:- (i)In foundation pits, by treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 litre per sqm. (ii)In the refill earth on both sides of all built up walls @ 7.5 litre / Running meter (width -300mm, depth -450mm).(iii)Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 litre solution per sqm.
Providing and laying plain cement concrete 1:4:8 using batch type concrete mixture as per IS: 1791, with stone aggregate (1 cement: 4 coarse sand: 8 stone aggregate 40mm gauge) for all types of foundations, footings, below rafts, extension columns, plinth beams etc. including spreading, laying, ramming and consolidating as per requirements and curing etc. but excluding centering and shuttering, complete in all respects as directed by E-in-C.
Providing & constructing Ist Class burnt brick work laid in cement sand mortar 1:6 (1 cement: 6 coarse sand) including scaffolding, watering, curing etc. complete in all respects as directed by E-in-C. In foundation and plinth
Providing & constructing Ist Class burnt brick work laid in cement sand mortar 1:6 (1 cement: 6 coarse sand) including scaffolding, watering, curing etc. complete in all respects as directed by E-in-C. In superstructure upto 4m . from plinth level of building
Extra for Ist Class burnt brick work done in additional story upto 4 m above the top of structural roof of lower story for brickwork/ concrete block/ clay block as directed by E-in-C.
Providing and fixing steel shuttering for faces of concrete foundations, footings, strips, pedestals, foundation beam, plinth beams (vertical, or battering) and columns etc. Complete in all respects as directed by E-in-C.
Providing and fixing steel shuttering for RCC columns (square or rectangular). Complete in all respects as directed by E-in-C.
Providing and fixing centering and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels etc. Complete in all respects as directed by E-in-C.
Providing and fixing centering and shuttering for suspended floors, roof, landings, chajjas, shelves, stair cases with sloping soffits including risers and stringers, carbels, parapet, fascias and other similar items including edges etc. Complete in all respects as directed by E-in-C
Extra rate for shuttering in each subsequent story above the first storey. Storey work done in susequent story above the first story up to the height of 4 meters or part thereof as directed by E-in-C.
Extra rate for shuttering work done above 4 m height (where any single story exceeds 4 m in height ) for every additional height of 1 meters or part thereof as directed by E-in-C.
Providing & laying Reinforced cement concrete M-20 mechanically mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering, for all types of RCC works i.e. column, footings, strips, pedestals, tie beams & plinth beams etc. as per structural drawings/ design including laying, spreading, ramming, watering, consolidating & curing etc., Complete in all respects as directed by the E-in-C. In foundation and plinth ( flooring)
Providing & laying Reinforced cement concrete M-25 mechanically mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering, for all types of RCC works i.e. column, beams, slabs and fascias etc. as per structural drawings/ design including laying, spreading, ramming, watering, consolidating & curing etc., Complete in all respects as directed by the E-in-C. In foundation and plinth level up to plinth level of building
Providing & laying Reinforced cement concrete M-25 mechanically mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering, for all types of RCC works i.e. column, beams, slabs and fascias etc. as per structural drawings/ design including laying, spreading, ramming, watering, consolidating & curing etc., Complete in all respects as directed by the E-in-C. In super structure upto 4 m Ht. from plinth level of building
Extra rate for R.C.C. in each subsequent story above the first storey up to the height of 4 meters or part thereof as directed by E-in-C.
Extra rate for R.C.C. work done above 4 m height (where any single story exceeds 4 m in height ) for every additional height of 1 meters or part thereof as directed by E-in-C.
Providing and laying Acid/ Alkali resistant machine cut red Mandana stone 30mm to 40 mm thick in flooring over a base of 1/2" to 3/4" thick cement sand mortar 1:3 mixed with Acid/Alkali proof powder (Silica Floor) in ratio of 2 cement: 1 powder, keeping 6mm to 10mm wide joints around the stones, racking the joints 12mm to 19mm deep and filling up the same with epoxy reasin based compound including rubbing and polishing complete in all respects as directed to entire satisfaction of the E-in-C.
Providing and fixing/placing in position Ribbed/Tor/T.M.T. Steel Bars ( Make sail / TATA or equivalent to be got approved by E-in-C), for R.C.C. works, where not including in the complete rate of R.C.C. included bending, binding and placing in position as per structural design/ drawing including cost of binding wire. Complete in all respects as directed by the E-in-C.
Supplying, fabricating and erecting in position structural steel work in angles, MS pipe, tees and flats etc. riveted or welded including cutting, fixing all gusset plates, bolts, nuts, rivets, welding rods, etc. including hoisting and erecting to correct alignment and position, complete as per design/drawings and details including painting with 1 coat of red oxide primer and 2 coats of enamel paint of approved quality and shade. Complete in all respects as directed by the E-in-C. For roof trusses, plates and trussed girders, etc. of any span for buildings.
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160mm o/d pipe of 10 Kgf. / sqcm
Providing and fixing in position S.S AMUL trap of self cleaning (standard design), conforming to ISI specification and of reputed firm (to be got approved before arranging) including cement concrete 1:2:4 under and around the AMUL trap wherever required upto floor level including cutting and making good the wall and floor etc. complete in all respects as directed by the E-in-C.
Providing & Fixing, fabricating and Fixing in position ,side hung,/ Aluminum door, manufacture from powder coated. Alloy hollow box section of 14 gauge and of standard size. Design as per drawings,details, including hold fast/lugs,excluding glass panes and pre laminated nova pan board complete in all respect as directed by E-in-C.
Providing & Fixing, fabricating and Fixing in position fixed type ,side hung,/ Aluminum window, manufacture from powder coated. Alloy hollow box section of 14 gauge and of standard size. Design as per drawings,details, including hold fast/lugs,excluding glass panes and pre laminated nova pan board complete in all respect as directed by E-in-C.
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Prelaminated particle board with decorative lamination on Both side.
Providing and fixing 5 mm glass glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item)
Supplying and fixing Bolts and nuts of all sizes and length required. Complete as directed by the E-in-C.
Providing and laying Terracing to proper slope consisting of brick tiles 22.86cm x 11.43cm x 3.83cm laid over 25mm mud plaster, 75mm mud filling on another layer of 25mm mud plaster including two coats of bitumen grade 85/25 laid hot at 1.65kg/sqm on top of RCC slab, including grouting with cement sand mortar 1:4 (1 cement:4 course sand) and top surface to be left clean after wire brushing etc. Complete in all respects as directed by the E-in-C.
Extra for providing and applying flush cement pointing 1:2 (1cement: 2 sand) to tile terracing. Including curing etc. Complete in all respects as directed by the E-in-C.
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
Providing and laying cement concrete 1:2:4 gola 10cm. X10cm. concave quadrant along junction of roofs with parapet wall, finished smooth where specially specified, complete in all respects as directed by the E-in-C.
Providing and fixing C.I. grating 150mm dia for rain water pipe. Complete in all respects as directed by the E-in-C.
Providing and constructing Bottom khurra on ground 1.2M x 0.6M consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3 complete in all respects as directed by the E-in-C.
Providing and applying minimum 12.5 mm thick rough plaster in CM 1:3 at all levels laid in single coat to concrete or masonry surfaces and around openings in jambs and sills, hacking of concrete surfaces, racking of joints, scaffolding, curing, sharp and clear grooves, pattas, drip moulds, providing and fixing chicken mesh jali (22 gauge) at the junction of two different surfaces material component and as detailed in drawings at all levels and all heights, as directed by Engineer in charge, etc. complete.UP TO ALL HEIGHTS
Providing and applying minimum 20 mm thick sand face plaster 12 mm thick in CM 1:4 and 8 mm thick C.M 1:2 at all levels laid in two coats to concrete or masonry surfaces and around openings in jambs and sills, including hacking of concrete surfaces, racking of joints, scaffolding, curing, making sharp and clear grooves, pattas, drip moulds, providing and fixing chicken mesh jali (22 gauge) at the junction of two different surfaces material component and at all levels and all heights as detailed in drawings as directed by Engineer in charge, etc. complete.UP TO ALL HEIGHTS
Washed stone grit plaster on exterior walls of height upto 10 M. above ground level (plinth level of building ) in two layers, under layer 12.5mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2the under layer with scratching tool, applying cement slurry on the under layer @ 2 as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings, complete as per specification including providing grooves and direction of Engineer-in- charge
Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty (Birla) by applying two coats to get required finish as directed by E-in-C.
Finishing walls with Premium Acrylic smooth Interior paint with silicon additives of required shade with two coats applied @ 1.43litre/10 sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 sqm
Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two coats applied @ 1.43litre/10 sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 sqm
Provding and laying Kesariygi GRANITE FOR WINDIOW SILL (16mm thick of approved quality) at all levels in sills and jams in door and windows and ventilators including the cost of cutting making the surface rough fixing with adhanesive, anchoring molding polishing of all sides complete in all respects as directed by the E-in-c. width between 115mm to 250mm
Providing and laying Anti skid, acid proof Ceramic floor tiles of size 600 mm X 600 mm (thickness and make to be approved by E-in-C) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete white cement slurry in joints including corners angles and beading as directed by E-in-C.
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