Public Works Department Tender
View past bidders for Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date20 May 2025
Closing Date19 Jun 2025
Tender AmountRefer Documents
Costs
EMD
₹ 2,94,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_pwd_84096_1Tender No
82/Nivida date 15.05.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocksincluding all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD
Specifiction
497.06
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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 and for all lift.
268.42
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Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
All kinds of soil
59.3
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Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials.
Ordinary or hard rock
16.29
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
131.4
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Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
1440
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Geotextile Filter
(Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to
prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.)
375.44
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1 :2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
15.56
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 15 Nominal mix (1:2:4)
37.28
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete
39.04
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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers
59.43
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Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
59.03
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-5000 or
more.
2714.7900000000004
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.08
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
34.839999999999996
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M25 grade with minimum cement
content of 330 kg /cum
1.86
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Add for using extra cement in the items of design mix over and above the specified cement content therein.
14.68
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
20.96
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Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
36.25
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Random Rubble Masonry Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. In cement mortar 1:4
884.92
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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: Cement mortar 1 :4 (1 cement: 4 coarse sand)
4.87
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
12.61
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.
Granite stone slab of colour black, Cherry/Ruby red
Area of slab over 0.50 sqm
79.9
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Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
Granite work
189.37
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Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
189.37
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Providing and fixing cramps of required size & shape in RCC/ CC I Brick masonry backing with cement mortar 1 :2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps
245.8
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Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.
Fastener with threaded dia 6 mm
2458
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying
a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes
12199.32
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey 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):
25 mm thick
35.3
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Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Materia
29.74
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WBM Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per
Technical Specification Clause 405.
15.86
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WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per
Technical Specification Clause 405.
14.87
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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
29.74
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia U-PVC pipes extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
393.3
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French spirit polishing :
Two or more coats on new works including a coat of wood filler
76.21
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Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
57.31
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Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Himalayan stone - exposed face fine dressed with rough backing 70 mm thick ( 450mm x 300mm)
218.6
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Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
Himalayan stone - exposed face fine dressed with
rough backing 50 mm thick ( 450mm x 200mm) (Wall Cladding Stone)
55.31
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Providing and fixing second class deodar wood hand rail having size of 75 mm x 65 mm with approved decorative shape etc.
80.46
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Providing and fixing Deodar Wood ceiling in 25 mm thick 150 mm wide deodar wood plank.
76.21
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Providing and fixing Deodar Wood Jhalar (Manually Hand Carved) in 25 mm thick 300 mm wide deodar wood plank.
13.37
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Providing and fixing 2nd class deodar wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface.25mm thick
40.89
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Two or more coats on new works including a coat of wood filler Hydro Oil For Exterior Coating
80.81
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Supply, transportation, installation, fitting & fixing and supervision of Laminated Asphalt Shingles having multilayer Panel produce three dimensional profile and shadow lines with fiber glass mat, Waterproof, durable coating, temper proof, 110mph wind resistance, UL Class-A, fire resistance rating, exposure 5.5/ 8 inch, weight up to 450 Pound/ 100 Sqft. Or more, high end products last 30 years & more as per instructions laid on ASTM D3462, ASTM D3018, ASTM D7158-Class-H. The Laminated Asphalt Shingles as per specifications must be laid in proper way over 20mm Cement Fiber Board Make - Everest or Equivalent. and moisture barrier membrane and Algae resistant Ridge with all required fixtures & fastenings as a complete job as per instructions and satisfaction of Engineer-in-charge with contractors’ own material, labour, tools, lead, lift, T&P, etc.The design and methodology to be approved by Eingeer-in-charge prior commencement of the work. The rate included cost of materials, transportation to site, installation, fixing, pegging, pre-installation preparation works, supervision, petty works involved, taxes, GST, etc. as a compete job.
95.26
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Providing and fixing of 25 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.
10
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Supply, intallation, Testing and Commisioning of 20mm diameter Garden Hydrant with gun metal Ball Valve, Flexinble hose Connection Provision and all required accessories etc
2
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ELECTRICAL MANHOLES With FRP surface heavy duty chamber cover
( 600 MM X 600 MM ) with Frame & RCC top slab FOR SEWER (refer Typical Section Drawing)
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EM-I-600x600x600mm ELECTRICAL MANHOLE
1
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EM-C-450x450x600mm ELECTRICAL & ELV MANHOLE
1
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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. All kinds of soils / ordinary rock
8.28
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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 and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 Kgs/CuM. Excess/ less cement used as per design mix is payable/recoverable separately).
2.03
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
0.6
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Form Work : Centring and Shuttering for Foundations, footings, bases of columns, etc. for mass concrete
2.44
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Centring and Shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
6.88
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Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform
0.56
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
121.8
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