Uttarakhand Project Development And Construction Corporation Limited Tender
View complete overview of Uttarakhand UPDCC Tender
Uttarakhand Project Development And Construction Corporation Limited - UPDCC Tender
Civil And Construction
Eprocure
Opening Date17 Feb 2024
Closing Date5 Mar 2024
Tender AmountRefer Documents
Costs
EMD
₹ 5,45,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPDC5_69754_1Bid Award Id
ViewTender No
01/DGM-3/PIUJ/2023-24 DATED 16/2/2024Tender Authority
Uttarakhand Project Development And Construction Corporation Limited ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
5.83
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-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars
30058.04
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
14.07
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-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
235.37
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-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
414
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-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Superstructure in Cement mortar 1:6 (1 cement : 6 coarse sand)
83.72
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-
Structural steel work riveted, 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. I - Section for Regular Beams (MB 150)
6306.76
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-
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) sqm
4320
-
-
15mm thick plaster work in 1:4 c/s mortar with a flooting coat of neat cement.
2700
-
-
1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
543.83
-
-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
540
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-
Centering and shuttering including strutting, propping etc. and removal of form work : for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
255
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-
Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
22.5
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-
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) metre
1080
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-
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
4320
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-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge : 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
5250
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-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
1305
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-
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Dumb bell with central bulb (180 mm wide, 8 mm thick)Dumb bell with central bulb (180 mm wide, 8 mm thick)
62.7
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-
(Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.) For fixing in Footpath
35
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-
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of Specifiction.
607.5
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-
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204.
216
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-
Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 50% excavation will be in soil mixed with shingle, bajari and boulders and rest 50% will be in Soil mixed
608.08
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-
Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 50% excavation will be in soil mixed with shingle, bajari and boulders and rest 50% will be in medium rock
286.16
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-
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth
14.63
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-
Providing of all materials,Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes(including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 40 MM
600
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-
Providing of all materials,Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes(including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 50 MM
2160
-
-
Supply and fixing of the following fittings including cartage of materials, labour, T&P etc. complete( WHEEL VALVE) 40 MM
3
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-
Supply and fixing of the following fittings including cartage of materials, labour, T&P etc. complete( WHEEL VALVE) 50 MM
6
-
-
Supply of all materials, labour, T&P etc. and construction of WheelValve chamber with FPS bricks of sizes 60X60X75
3
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-
Supply of all materials, labour, T&P etc. and construction of WheelValve chamber with FPS bricks of sizes 90X90X100
6
-
-
P/F C.I. Air valve double acting in position including all material, labour ,T&P etc. complite
3
-
-
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering
as per drawing and technical specifications Clauses 600, 1202 & 1203 11-5-1 Brick masonry in 1:3 cement mortar
11
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-
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical (Stone masonry in cement mortar 1:5 Rate as per item No. 12-4 (III) (iii)) specifications Clause 1604 Coursed rubble masonary In cement mortar (1:5)
6.84
-
-
Supply of all materials, labours & T&P etc and construct following works as per type design and drawings complete. French Well 250mm dia
2
-
-
Providing concrete for plain/ reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, Nominal mix 1:3.6
4.23
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Nominal mix 1:2:4
9.8
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-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (prim12-6 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no.
1.6)
0.98
-
-
Supply of all materials, labour T&Petc complete to construct CWR as per drawing includung all pipes & fittings complete.
1
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-
Construction of Roughening filter
1
-
-
Cartage of material
137.53
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-
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