Cane Development And Sugar Industry Tender
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The Cane Development And Sugar Industry has issued a formal invitation for competitive bids for Construction Of 10,000 M.t. Sugar Godown At- Belrayan - Distt- Lakhimpur Khiri, Uttar Pradesh in Lakhimpur Kheri, Uttar Pradesh, with an estimated contract value of Rs. 3,95,63,000. The bid opening date for this tender is 04-11-2022 and the last date for bid submission is 15-11-2022. Interested bidders for Cane Development And Sugar Industry tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Cane Development And Sugar Industry Tender
Civil And Construction
Eprocure
Opening Date4 Nov 2022
Closing Date15 Nov 2022
Tender Amount₹ 3,95,63,000
Costs
EMD
₹ 21,80,000Document Cost
₹ 5,137Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CDSI_744824_1Bid Award Id
ViewTender No
472 nirman 03-11-2022Tender Authority
Cane Development And Sugar Industry ViewPurchaser Address
-Website
http://http://upcane.gov.in/
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Documents
BOQ Items
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Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 450 mm dia piles
873
-
2952.6
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All works above plinth level upto floor V level
263.17
-
7771
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Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
742.12
-
161.5
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Dismantling brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer Incharge.
1.73
-
484.5
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Suspended floors, roofs, landings, balconies and access platform
61.98
-
352.45
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
839.72
-
290.7
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.complete.
4354
-
190
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15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
3307.68
-
213.75
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Finishing wall with water proof cement paint of approved make and quality on new work with two coat
3148.96
-
61.75
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of water (as per sheer attached
-
-
-
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As in item no-644 above but every coat after first coat.
3310
-
27.55
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Mild steel or Iron in plain work such as reinforced concrete or reinorced brick work etc.
794.84
-
8426.5
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
656.06
-
99.75
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Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
76.61
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386.65
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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
24.51
-
47.5
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White washing one coat including supply of all materials, sams As in Item 671 but 3 coats white washing
2604.93
-
13.78
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Supplying and fixing rolling shutters of approved make, made of required 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 arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
29.75
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2422.5
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
546.71
-
38
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1:3 (1 cement : 3 fine sand)
39.75
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123.5
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
403.57
-
96.9
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Brick work with common burnt clay (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
717.48
-
6460
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge.
Note: 1. Initial and Routine load Test shall not be carried out by Dynamic method of testing. Note: 2 Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Routine test ( Test Load 1.5 times of the safe Capacity)
2
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15378.6
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As per item no 16.75 above, The panel shuttering work STEEL FORM WORK :
405.26
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762.81
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Foundations, footings, bases for columns
138.95
-
173.85
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Providing 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 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 works upto plinth level
157.43
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7172.5
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Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) 450 mm dia piles
90
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2153.65
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Providing 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 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.
2826.25
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529.15
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Mild steel or Iron work in heavy sizes such as trusses,builtup gates,door frames,roof work etc.
864
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8844.5
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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
61.42
-
5714.25
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Providing and fixing ball bearing for rolling shutters.
6
-
380
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Providing 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)
66.5
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348.65
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Providing and laying c.c. pavement of Mix M-25 with ready mixed concrete from batching plant.The ready mixed concrete shall be laid and finished with screed board vibrator,vacuume dewatering process and finally finished by floating,brooming with wire brush etc.Complete as per specifications and directions of Engineer -In-Charge (The panel shuttering work shall be paid for separately) Note:- (Minimum cement content for this item 360 Kg/cum and excess / less cement used as per design mix report.)
405.26
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6894.39
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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
300
-
230.85
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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
3782
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10.45
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dressing of sides and ramming of bottoms, lift up to 1.5 m. including getting out the All kinds of soil.
1093.43
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147.25
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Painting roof or other Iron work in large area with one coat of ready mixed paint primer, one coat of approved paint ( British ANTISOL or equivelent) including supply of all materials, labour & T&P etc. required for proper completion of the work, paint to be used should confirm I.S.I. no-103-1950.
3310
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58.9
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Provding laying and spreading material on a prepared sub grade, adding cement @2% by weight to the spread material manully, mixing in place with rotavator and compacting with the vibro road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.( GSB) 63-45mm
428.31
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4754.74
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Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, up to 25 metre height, above ground level including additional raws of scaffolding in stepped manner as per requirement of site made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S.tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .Note -1 The elevational area of the scaffolding shall be measured.for payment purpose . 2-The payment will be made once irrespective of duration of scaffolding.
2690
-
135.85
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Columns, Pillars, Piers, Abutments, Posts and Struts
1202
-
366.7
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Provding laying and spreading material on a prepared subbase, adding cement @4% by weight to the spread material manually, mixing in place with rotavator and compacting with the vibro road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Base.( WMM) 53-22.4mm
202.63
-
5058.47
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Dismantling reinforced cement concrete or reinforced brick work and including stacking materials as directed by Engineer Incharge.
14.31
-
1045
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along with paerapets to allow unhindered longitudinal
-
-
-
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As in Item 730 above but with PVC pipe ( Kisan ,Supereme or equivalent) 6kg per sqm pressure 15 cm dia.
6
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665
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. 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 diagonal bracing
23.44
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3239.5
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Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
405
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798
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Same as in Item 660 above but for each coat of water proof cement paint after the first two coats to give even shade
3148.96
-
24.7
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Foundations, footings, bases of columns, etc. for mass concrete
255.95
-
161.5
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Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
714.09
-
137.75
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With average thickness of 120 mm and minimum thickness at khurra as 65 mm
36.6
-
1094.4
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Brick work with common burnt clay (non modular) bricks of class- 150 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
94.12
-
5766.5
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Providing and laying Non Shrink Grouting material like foscrock,Sika etc.
15.29
-
712.5
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Mild steel or Iron work of small size and section such as holding down bolts,hold fast,tie rods grattings etc.
2.88
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8640.25
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