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Tender For Construction Jobwork Of New Sugar Godown Of 150000 Quintal Capacity In Mills Premises, gohana-Haryana

Haryana Sugar Federation-HSF has published Tender For Construction Jobwork Of New Sugar Godown Of 150000 Quintal Capacity In Mills Premises. Submission Date for this Tender is 16-08-2022. Godown Tenders in gohana Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

33418208
Tender For Construction Jobwork Of New Sugar Godown Of 150000 Quintal Capacity In Mills Premises
Open Tender
Indian
Haryana
gohana
16-08-2022

Tender Details

Tender For Construction Jobwork Of New Sugar Godown Of 150000 Quintal Capacity In Mills Premises

Key Value

Document Fees
INR 320 /-
EMD
INR 750000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of New Sugar Godown of 1.50 Lakh quintals capacity
Sl. No. Item Description
1EARTHWORK (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
2Clearing jungle including uprooting of rank vegetation, grass, bush, wood, trees and saplings of girth upto 30cm measured atheight of 1mtr above ground level and removal of rubbish uptodistance of 50 mtrs outside the pheriphery of the area cleared
3Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. on all kinds of soil
4Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same on All kinds of soil
5Earth work in excavation by mechanical means ( Hydraulic excavator) / Manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as10 sqm on plan) including getting out and disposal ofexcavated earth lead up to 50m and lift up to 1.5 m on All kinds of soil as directed by Engineer-in-charge.
6Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material on All kinds of soil
7Filling available excavated earth ( Excluding rock ) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming and watering , lead up to 50 m and lift up to 1.5 m.
8Excavating, supplying and filling of local earth ( Including royalty) by machanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20cm in trenches , plinth , sides of foundation etc. complete.
9Providing and injecting chemical emulsion for pre-constructional antitermite treatment and creating a chemical barrier under and around the column pits,wall trenches basement excavation, top surface of plinth filling junction of wall and floor,along with the external parametre of building, expansion joints surrounding of pipes and condute etc. complete ( Plinth area of the building at ground floor only shall be measured ) using Chlorpyriphos / Lindane embulsiflable concentrate of 20%
10CONCRETE AND RCC WORK (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
11Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work below plinth level and up to Floor IV level with concrete composition of 1:4:8 ( 1 Cement : 4 coarse sand ( Zone - III ) : 8 graded stone aggregate 40 mm nominal size)
12Providing and laying damp- proof course with cement concrete 1:2:4 ( 1 cement : 2 coarse sand ( Zone- III ) : 4 graded stone aggregate 12.5 mm nominal size) of 50 mm thickness
13Providing and appying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brusses and finally with apiece of cloth lightly soaked in kerosene oil.
14Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth
15Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). all work to be done up to plinth level
16Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). work to be done up to Floor IV level above plinth level
17Extra R.C.C./ B.M.C./ R.M.C. work above floor IV level for each three floors or part thereof.
18CENTRING & SHUTTERING (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
19Centring and Shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
20Centring and Shuttering including strutting, propping etc. and removal of form for Suspanded floors, roofs, landings, balconies
21Centring and Shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
22Centring and Shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, Abutments, posts and struts
23Extra Jobwork for additional height in centering,shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels over a height of 3.5 m, for every additional height of 1 metre or part thereof ( Plan area to be measured) - Centring and Shuttering including strutting, propping etc. and removal of form for Suspanded floors, roofs, landings, balconies
24STEEL REINFORCEMENT (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
25Steel reinforcement for R.C.C. work where not included in the complete rate of RCC,includingstraightening, cutting, bending, placing in position and binding,wastage, overlaps, welded, joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. Note:- Reinforcement shall be measured in length including hooks, if any separately for different diameters as actually used in work , exciuding overlaps, wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other meathods of binding & placing shall not be measured and cost of thease items shall be deemed to be included in the rates for reinforcements.using Thermo-Mechanically treated bars of grade Fe-500 or more
26Steel reinforcement for R.C.C. work where not included in the complete rate of RCC,includingstraightening, cutting, bending, placing in position and binding,wastage, overlaps, welded, joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any separately for different diameters as actually used in work , exciuding overlaps, wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other meathods of binding & placing shall not be measured and cost of thease items shall be deemed to be included in the rates for reinforcements.using Thermo-Mechanically treated bars of grade Fe-500 or more
27BRICK WORK AND STONE MASONARY (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
28Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in; Cement mortar 1:4 ( 1 Cement : 4 coarse sand)
29Brick work with common burnt clay non-modular bricks of class designation 7.5 in superstructure above plinth level up to floor IV level in all shapes and size in; Cement mortar 1:4 ( 1 Cement : 4 coarse sand)
30HOISTING & ROOFING (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
31Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 873 SUB HEAD : 12- ROOFING metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
32Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm)
33FLOORING & DADOS (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
34Providing and fixing of Kota stone slab flooring over 20mm ( average) thick base laid over and joined with gray cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) :with thickness 25 mm
35Providing and fixing of Kota stone slab 20 mm thick in riser of steps, skirting, dado and pillers laid on 12 mm ( average) thick cement mortar 1:3 ( 1 cement : 3 coarse sand) and joined with gray cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
36FINISHING WORKS (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
37Cement Plaster (in Coarse Sand ) of 12 mm cement plaster thickness of mixing ratio 1:4 ( 1 cement : 4 coarse sand )
38Cement plaste 1:3 ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement.with cement plaster thickness 20 mm
39Providing and fixing of chicken wire mesh for avoiding cracks in plaster with necessary nail/screw etc. complete in all respect to the entire satisfaction of engineer-in-charge
40Providing and fixing of 18 mm cement plaster in 2 coats under layer 12 mm thick cement plaster 1:5 (1 cement,5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement, 3 coarse sand) finished rough with sponge.
41Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
42Applying one coat of water thinable cement primer of approved brand and manufacture on interior wall surface with finishing job with water thinable cement primer
43Applying Priming coating with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron / steel work
44Finishing walls with water proofing cement paint of required shade.New work (Two or more coats applied 2 3.84 kg/10 sqm
45Finishing with Delux multi surface paint system of interiors and exteriors using primer as per manufactures specifications :. Painting steel work with Deluxe Multi surface Paint to give an even shade. Two or more coat applied @ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/10sqm of approved brand and manufacture
46Painting with black anticorrosive bitumastic paint of approved brand and manufacture to give an even shade (Two or more coats on new work)
47STEEL ANDIRON WORK (Please quote percentage deviation (Increase or decrease) from the HSR-2021 rates as acceptable to you for each of the following items and not actual rates)
48Providing and fixing 1mm thick MS. sheet door with frame of 40x40x6mm angle Iron and 3 mm MS. Gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using MS. Angle 40x40x6 mm for digonal braces
49Structural steel work irivited, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
50Providing and fixing mild steel round holding down with nuts and washer plates complete.
51Supplying and fixing rolling shutters of approved make, made of requided size M.S laths,interlocked together through their entire length,and jointed together at the end by end locks mounted on specially designed pipe shaft,with brackets side guides and arrangement for inside and out side locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactureed from high tensile steel wire of adequate strength confirming to IS; 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. With 80mm X 1.25MM M.S Laths with 1.25 mm thick top cover
52Providing and fixing ball bearing for rolling shutters
53NS ITEMS (percentage deviated Rates from the standard rate at our end mentioned herein to be Quoted)
54Providing and laying of 230 mm thick (compacted), 40 mm to 63 mm size stone metal in two layer after compacting vibrating roller including filling the interstices with good quality approved earth as binding material, spreading, watering, and consolidation of binding materials as directed by the Engineer-in-charge. (Standard Rate at our end = Rs. 1850 per Cum)
55Grouting and floating of bolt pockets, base plates and machinery base with neat free flow non-shrink grout compound of FOSROC-GP-2 make including shuttering and as directed by Engineer-in-charge. (Standard Rate at our end = Rs. 50000 per Cum)
56Providing and laying neat, clean, dust and stain free in true line & level M-20 plain/reinforced cement concrete granolithic floors to be laid in maximum panel size of 4 mtr. x 4 mtr. And vibrating the same so as to get cement slurry on top. The top surface shall be finished smooth without adding extra cement slurry (self finish) by mechanical trowel. Vacuum dewatering to be carried out for the thickness more than 50 mm of the floor. (Only TREMIX / AQUIRIOUS system to be used). The panels shall be poured in the diagonally opposite manner. The rate shall include providing and laying panel shuttering of channels or angles, curing by flooding the water for at least 7 days, cleaning of surface to make it dust free before laying the concrete, uniform shade finished surface. The rate shall include filling of construction joints with MM-80 Semi-Rigid epoxy joint filler .The rate shall also include opening of construction joints up to 1/4 depth of floor x 4mm wide with the help of power blade to receive the joint filler. The quantity of extra Concrete for isolation beam along periphery of wall will be paid under the Item M20 concrete up to plinth.[150mm thick.Granolithic floor(With vacuum dewatering)(Standard Rate at our end = Rs. 1100 per Sqm)
57Supplying and Applying approved make Non Metallic floor hardener compound of FOSROC over the concrete floor surface, the rate is inclusive even spreading and finished smooth with the power trowel.(Standard Rate at our end = Rs. 25 per Kg)
58Providing & making Isolation joint between wall & floor junction including providing & fixing in position 12 mm thick Cork / silflex sheet 300 mm deep and sealing the top with MM-80 Semi rigid Epoxy filler.(Standard Rate at our end = Rs. 230 per Rmt
59Providing and fixing 250 micron Polyethylene sheet of approved make below concrete floor with an overlapping of500 mm. (heat sealing of over lap is must) on all side or as directed by the Engineer-in-Charge.(Standard Rate at this end = Rs. 70 per Sqm)
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