Bharat Sanchar Nigam Limited Tender

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Bharat Sanchar Nigam Limited - BSNL Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date8 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 37,32,794 
Notes
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Costs

Summary

Construction Of Toilet Block (six No Toilets With Dressing Room) At Degree College Solan Hp

Description

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Documents
Construction of Toilet Block (Six No Toilets with Dressing room) at Degree College Solan HP
Construction of Toilet Block (Six No Toilets with Dressing room) at Degree College Solan HP
Construction of Toilet Block (Six No Toilets with Dressing room) at Degree College Solan HP
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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.

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a) Ordinary rock

118.75

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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.

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a) Ordinary rock

52

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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.

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a) Ordinary rock

13

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

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a) All kinds of soil

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(ii) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

50

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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 up to 1.5 m.

100

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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

5

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Carriage and disposal of surplus excavated earth / malba / debris with mechanical transport / manual labour upto any lift and any lead to approved dumping ground complete as per directions of Engineer-in-Charge. Nothing extra on this account shall be paid

300

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Sub-Head : Concrete Work

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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 :

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1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size)

2

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1:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)

14

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :

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1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

2

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Centering and shuttering including strutting, propping etc. and removal of form work for :

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Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..

217

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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.

10

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Providing and 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.

5

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Making 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 leveling and dressing and finishing the top smooth.

32

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Providing and laying in position cement concrete 1:3:6 (1 cement: 3 Coarse sand : 6 graded stone aggregate 40 mm nominal size) with 15 % plums/stone boulders of specified grade and size and curing complete excluding the cost of centering and shuttering in Retaining walls & Breast Walls. The size of plums shall usually be 150 mm to 300 mm as per the directions of the Engineer- in- charge.

93.6

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Sub-Head - Reinforced Cement Concrete

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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 :

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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

14

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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 :

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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

7

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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).

18

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Centering and shuttering including strutting, propping etc. and removal of form for :

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a) Foundations, footings, bases of columns, etc. for mass concrete

16

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b) Suspended floors, roofs, landings, balconies and access platform

66

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c) Shelves (Cast in situ)

20

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d) Lintels, beams, plinth beams, girders, bressumers and cantilevers

69

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e) Columns, Pillars, Piers, Abutments, Posts and Struts

69

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f) Stairs, (excluding landings) except spiral-staircases

20

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g) Weather shade, Chajjas, corbels etc., including edges

10

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level.

-

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

3685

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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).

134

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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections

30

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Sub-Head : Masonry Work

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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:

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Cement mortar 1:6 (1 cement : 6 coarse sand)

26

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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 :

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Cement mortar 1:6 (1 cement : 6 coarse sand)

41

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Half brick masonry 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.

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Cement mortar 1:4 (1 cement :4 coarse sand)

30

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Extra for providing and placing in position 2 Nos 6mm dia. M.S bars at every end course of half brick masonry.ird course of half brick masonry

30

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Sub-Head : Stone Work

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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 20mm nominal size) upto plinth level with :

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Cement mortar 1:6 (1 cement : 6 coarse sand).

5

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Supplying & back filling with well graded stone boulders of size 150 mm to 300 mm behind retaining wall complete as per the directions of the Engineer-in-charge. (Note :- 30% deductions in measurements shall be made for voids).

30

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Providing and fixing 75 mm dia Rigid PVC pipe (working pressure 4kg./sqcm.) conforming to IS : 13592 type A in retaining walls for use as weep holes, laid to required slope complete as per the directions of the Engineer-in-charge.

40

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Sub-Head : Cladding Work

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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 to edges to give high gloss finish etc. complete at all levels.

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Granite stone slab colour black, Cherry/Ruby red

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Area of slab over 0.50 sqm

5

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Extra for providing opening of required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete

4

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Providing and fixing Ist quality ceramic rectified glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

155

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Sub-Head : Wood and PVC Work

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Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :

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250x16 mm

8

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Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :

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250x10 mm

16

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Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :

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125 mm

16

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Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

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Twin rubber stopper

8

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Sub-Head : Steel Work

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Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

-

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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

100

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Sub-Head : Flooring

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Providing and laying full body vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 , of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) by providing adequate spacer jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints/space with approved exopy filler and matching pigments etc., complete.

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Size of Tile 600x600 mm

27

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Providing and laying full body Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint/spacer with approved exopy filler & matching pigments etc. complete.

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Size of Tile 600x600 mm

5

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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.

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Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red

4

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Sub-Head : Roofing

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,

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(i)Single socketed pipes.

-

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110 mm diameter

6

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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.

-

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Coupler

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110mm

2

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Bend 87.5°

-

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110 mm bend

2

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Shoe (Plain)

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110 mm Shoe

2

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Sub-Head : Finishing

-

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12 mm cement plaster of mix :

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1:6 (1 cement: 6 coarse sand)

114

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15 mm cement plaster on rough side of single or half brick wall of mix :

-

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1:6 (1 cement: 6 coarse sand)

25

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Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.

-

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Two coats.

30

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

-

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New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).

114

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Sub-Head : Road Work

-

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

25

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Sub-Head : Sanitary Installation

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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :

-

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W.C. pan with ISI marked white solid plastic seat and lid

6

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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:

-

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White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

5

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Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

6

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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

-

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Semi rigid pipe

-

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32 mm dia

5

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40 mm dia

14

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Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :

-

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Rectangular shape 1500x450 mm

1

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Providing and fixing soil, waste and vent pipes :

-

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100 mm dia.

-

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-

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Centrifugally cast (spun) iron socketed pipe as per IS: 3989.

64

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Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and includingcement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :

-

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For 100 mm dia. Pipe

24

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Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.

-

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100 mm dia

-

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Sand cast iron S&S as per IS - 3989

12

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Providing and fixing terminal guard:

-

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100 mm

-

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Sand cast iron S&S as per IS - 3989

12

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Providing and fixing collar:

-

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100 mm

-

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-

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Sand cast iron S&S as per IS - 3989

8

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Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter:

-

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100 mm

50

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Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

-

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-

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100 mm inlet and 100 mm outlet

-

-

-

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Sand cast iron S&S as per IS: 3989.

8

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Sub-Head : Water Supply

-

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-

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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall.

-

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-

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20 mm dia. nominal bore

20

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25 mm dia. nominal bore

20

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40 mm dia. nominal bore

5

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Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anticorrosive bitumastic paint, cutting chases and making good the wall:

-

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15 mm dia. nominal bore

10

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20 mm dia. nominal bore

30

-

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work

-

-

-

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25 mm dia. nominal bore

20

-

-

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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :

-

-

-

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25 to 40 mm nominal bore

1

-

-

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

-

-

-

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25 mm nominal bore

6

-

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20 mm nominal bore

6

-

-

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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

-

-

-

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20 mm nominal bore

6

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Providing and fixing uplasticised PVC connection pipe with brass unions :

-

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-

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45 cm length

-

-

-

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15 mm nominal bore

12

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Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

-

-

-

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20 mm diameter pipe.

20

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25 mm diameter pipe.

20

-

-

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40 mm diameter pipe.

5

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-

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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)

-

-

-

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15 mm nominal bore

5

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-

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20 mm nominal bore

10

-

-

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25 mm nominal bore

5

-

-

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40 mm nominal bore

4

-

-

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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

3000

-

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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:

-

-

-

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15 mm nominal bore.

6

-

-

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Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

-

-

-

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15 mm nominal bore.

6

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-

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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :

-

-

-

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15mm nominal bore

12

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Sub-Head : Drainage

-

-

-

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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

-

-

-

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150 mm diameter

20

-

-

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design:

-

-

-

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150 mm diameter S.W. pipe

18

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Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

-

-

-

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100x100 mm size P type

-

-

-

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

6

-

-

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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

-

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Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

-

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

2

-

-

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Extra for depth for manholes

-

-

-

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Size 90x80 cm

-

-

-

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

5

-

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Sub-Head : Aluminium Work

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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

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For fixed portion

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Powder coated aluminium (minimum thickness of powder coating 50 micron)

39

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For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).

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Powder coated aluminium (minimum thickness of powder coating 50 micron)

157

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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 panelling 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.

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Pre-laminated particle board with decorative lamination on both sides.

25

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