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Tender Value
₹3.0 Cr
EMD Value
₹6 L
Closing Date
2 Jul 2026, 3:00 pmClosed
Repairs to staff quarters in BRB to KWV section under ADEN/BG/KWV Sub Division.
14-2026-SrDENC~CR
14-2026-SrDENC
Open
Works - General
12 Months
Solapur, Maharashtra
₹0
₹6 L
2 Jul 2026
10 Jun 2026
18 Jun 2026
01-Proposal for Repairs to staff quarters in BRB-KWV section under
Item- 01 CPWD DSR-2023
S No. Item No Description of Item Unit Qty Rate Amount
2.0 EARTH WORK
2.1S General
Earth work in excavation by mechanical
means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m
2.6 in width as well as 10 sqm on plan) including
getting out and disposal of excavated earth
lead upto 50 m and for all lift, as directed by
Engineer-in-charge.
Earth work in excavation by mechanical
means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m
2.7 in width as well as 10 sqm on plan) including
getting out and disposal of excavated earth
lead upto 50 m and lift upto 1.5 m, as directed
by Engineer-in-charge.
SOLAPUR DIVISION-ENGG/CENTRAL RLY
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),
2.8 including dressing of sides and ramming of
bottoms, for all lift, including getting out the
excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50
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
2.9 dressing of sides and ramming of bottoms, lift
upto 1.5 m, including getting out the
excavated soil and disposal of surplus
excavated soils as directed, within a lead of
2.25 Filling available excavated earth (excluding cum 150 196 29400
rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20 cm in depth,
consolidating each deposited layer by
ramming and watering, lead up to 50 and for
2.31 Clearing jungle including uprooting of rank Sqm 2540 17.6 44704
vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a
height of 1 m above ground level and removal
of rubbish up to a distance of 50 m outside the
periphery of the area cleared.
4.0 CONCRETE WORK
4.1S CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement
concrete of specified grade excluding the cost
of centering and shuttering - All work up to
derived from natural sources : 4 graded stone
aggregate 20 mm nominal size derived from
natural sources)
4.10S DAMP-PROOF COURSE
4.12 Extra for providing and mixing water proofing per bag 300 18.15 5445
material in cement concrete work in doses by of 50 kg
weight of cement as per manufacturer's cement
specification. used
5.0 REINFORCEMENT CEMENT CONCRETE
5.9S FORM WORK
Centering and shuttering including strutting,
propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. Sqm 100 392.15 39215
for mass concrete
5.9.2 Walls (any thickness) including attached Sqm 50 842.5 42125
11 pilasters, buttresses, plinth and string courses
5.9.3 Suspended floors, roofs, landings, balconies Sqm 50 927.25 46362.5
and access platform
5.12S PRE-CAST RCC
SOLAPUR DIVISION-ENGG/CENTRAL RLY
5.12 Providing, hoisting and fixing above plinth cum 10 10585.9 105859
level up to floor five level precast reinforced
cement concrete work in string courses,
bands, copings, bed plates, anchor blocks,
plain window sills and the like, including the
13 cost of required centering, shuttering but ,
excluding cost of reinforcement with 1:1.5:3
(1 cement : 1.5 coarse sand (zone-III) derived
from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from
natural sources).
5.22S STEEL REINFORCEMENT
Steel reinforcement for R.C.C. work including
straightening, cutting, bending, placing in
position and binding all complete upto plinth
5.22.6 Thermo-Mechanically Treated bars of grade Kg 3300 107.85 355905
Fe-500D or more.
5.33S DESIGN MIX CONCRETE
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 /
Ordinary Portland /Portland Slag cement,
admixtures in recommended proportions as
per IS: 9103 to accelerate / retard setting of
concrete, to improve durability and
w o r k a b i l i t y 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.:
5.33.1 All works upto plinth level
5.33.1.1 Concrete of M25 grade with minimum cement cum 50 9504.75 475237.5
content of 330 kg /cum
5.35 Add for using extra cement in the items of Quintal 15 733.5 11002.5
16 design mix over and above the specified
cement content therein.
6.0 MASONRY WORK
6.1S General
Brick work with common burnt clay F.P.S. (non
6.1 modular) bricks of class designation 7.5 in
foundation and plinth in:
7.0 STONE WORK
7.1S RANDOM RUBBLE MASONRY
Random rubble masonry with hard stone in
foundation and plinth including levelling up
7.1 with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20
mm nominal size) upto plinth level with :
8.0 CLADDING WORK
8.1S General
SOLAPUR DIVISION-ENGG/CENTRAL RLY
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
Granite stone slab colour black, Cherry/Ruby
Providing edge moulding to 18 mm thick
marble stone counters, Vanities etc., including
8.3 machine polishing to edge to give high gloss
finish etc. complete as per design approved
by Engineer-in-Charge.
8.4 Extra for fixing marble /granite stone, over Metre 180 568.55 102339
and above corresponding basic item, in facia
22 and drops of width upto 150 mm with epoxy
resin based adhesive, including cleaning etc.
8.20S STONE WORK DRY CLADDING
8.31 Providing and fixing Ist quality ceramic glazed Sqm 10 1267.95 12679.5
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.
9.0 WOOD AND P.V.C. WORK
9.1S FRAMES AND TRUSSES
Providing and fixing ISI marked flush door
shutters conforming to IS : 2202 (Part I)
decorative type, core of block board
9.20 construction with frame of 1st class hard
wood and well matched teak 3 ply veneering
with vertical grains or cross bands and face
veneers on both faces of shutters.
9.20.2 30 mm thick including ISI marked Stainless Sqm 720 3167.95 2280924
Steel butt hinges with necessary screws
9.23 Extra for providing lipping with 2nd class teak Sqm 100 462.35 46235
wood battens 25 mm minimum depth on all
edges of flush door shutters (over all area of
door shutter to be measured).
9.40S MISCELLANEOUS-WOOD WORK
Providing and fixing M.S. grills of required
pattern in frames of windows etc. with M.S.
9.48 flats, square or round bars etc. including
priming coat with approved steel primer all
9.48.2 Fixed to openings /wooden frames with rawl Kg 5000 238.35 1191750
plugs screws etc.
9.72S BRASS FITTINGS
Providing and fixing bright finished brass door
latch with necessary screws etc. complete :
SOLAPUR DIVISION-ENGG/CENTRAL RLY
ANODISED ALUMINIUM FITTINGS (ALL
FITTINGS SHALL BE ISI MARKED)
Providing and fixing aluminium tower bolts, ISI
marked, anodised (anodic coating not less
9.97 than grade AC 10 as per IS : 1868 )
transparent or dyed to required colour or
shade, with necessary screws etc. complete :
9.105S GYPSUM BOARD PARTITIONS
9.145 Providing and Fixing factory made PVC door Metre 500 763.85 381925
frame made of PVC extruded sections of size
75 mm x 53 mm, having wall thickness 2.0
mm ( +/- 0.2 mm). Both vertical sides of the
frame reinforced with PVC profile of cross
section size 28 mm x 30 mm x 2 mm
thickness ( +/- 0.2 mm) and 75 mm x 200 mm
long, including reinforcing both ends of the
29 top frame with PVC profile. PVC Door Frame
and PVC reinforcement profile to be mitred
cut, jointed and fusion welded together,
including providing and fixing 3 nos of 125
mm long stainless steel hinges to frame, fixing
the frame with jamb with required nos & sizes
of anchor dash fastener, all complete as per
manufacturer's specification and direction of
engineer- in-charge.
9.146 Providing and fixing 37 mm thick factory Sqm 160 4362 697920
made PVC Door shutter, styles and rails made
of PVC hollow extruded printed and laminated
section having overall dimension 115 mm x
37 mm with wall thickness 2 mm ( +/- 0.2
mm) with inbuilt beading on one side, the
styles and rails mitred cut and joint at corners
by inserting 2 nos PVC profile reinforcement of
size 75 mm x 200 mm long with cross section
size of 28 mm x 30 mm having wall thickness
2 mm ( +/- 0.2 mm). Styles, rails and
reinforcements to be fusion welded together.
Only hinge side vertical style to be reinforced
with PVC profile reinforcement in full length.
Printed and laminated PVC lock rail of size
110 mm x 37 mm having wall thickness 2 mm
( +/- 0.2 mm) to be welded horizontally with
the vertical styles after inserting PVC profile
reinforcement as in styles and rails, providing
with PVC snap fit beading, panels of 100 x 20
mm printed & laminated and inserting 2 nos 6
mm dia bright steel rod horizontally with both
side threaded and tightened with check nuts
and washers complete, all as per
manufacturer's specification and direction of
engineer-in-charge.
SOLAPUR DIVISION-ENGG/CENTRAL RLY
Providing and fixing factory made uPVC
glazed/wire mesh windows/ doors comprising
of lead free uPVC multi-chambered frame,
sash and mullion/coupler (where ever
required) extruded profiles having minimum
wall thickness of 1.70 mm for Series R1 and
R2 profiles and 2.10 mm for Series R3 and R4
profiles conforming to EN: 12608 in any
shape, colour and design duly reinforced with
galvanized mild steel section made of
required shape & size as per CPWD
Specification, uPVC extruded glazing beads,
interlocks and Inline sash adaptor (where ever
required) of appropriate dimension, EPDM
gasket, hardware, SS 304 grade fasteners of
minimum 8 mm dia with countersunk head,
comprising of matching polyamide PA6 grade
sleeve for fixing frame to finished wall as per
IS 1367 : Part 1 to 14, plastic packers, plastic
9.147 caps and necessary stainless steel screws etc.
Profile of frame, sash & mullion (if required)
shall be mitred cut and fusion
welded/mechanically jointed duly sealed at all
corners, including drilling of holes for fixing
hardware and drainage of water etc. After
fixing frame the gap between frame and
adjacent finished wall shall be filled with
weather proof silicon sealant over backer rod
of approved size and quality, all complete as
per approved drawing conforming to CPWD
specification & direction of Engineer-in-
Charge. Section of steel reinforcement and
cross sections of uPVC profiles to be as per
design approved by Engineer-in-Charge. Wire
mesh / Glazing of plain/ toughened/
laminated/ double glass unit with / without
high performance coatings as per design
requirements and conforming to IS: 3548 & IS:
16231 shall be paid separately.
Three track three panels sliding window with
two glazed & one wire mesh panels with
Aluminium channel for roller track, wool pile,
nylon rollers with SS 304 body.
9.147.A4.1 Using R2 series with frame (70 mm & above) Sqm 200 10993.55 2198710
x (40 mm & above) & both glazed and fly
screen sash (25 mm & above) x (50 mm &
above) with zinc alloy (zamak) powder coated
touch locks with hook. (Height upto 1.2
Providing and fixing bright /matt finished
9.165 Stainless Steel handles of approved quality &
make with necessary screws etc all complete.
10.0 STEEL WORK
10.1S General
10.1 Structural steel work in single section, fixed Kg 1000 117.35 117350
with or without connecting plate, including
33 cutting, hoisting, fixing in position and
applying a priming coat of approved steel
primer all complete.
10.2 Structural steel work riveted, bolted or welded Kg 5000 133.7 668500
in built up sections, trusses and framed work,
34 including cutting, hoisting, fixing in position
and applying a priming coat of approved steel
primer all complete.
SOLAPUR DIVISION-ENGG/CENTRAL RLY
Providing and fixing 1 mm 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
10.5.1 Using M.S. angels 40x40x6 mm for diagonal Sqm 160 5804.35 928696
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.
Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in
10.25 position and applying a priming coat of
approved steel primer using structural steel
etc. as required.
10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 5000 172.6 863000
brackets, gates and similar works
Providing & fixing fly proof wire gauze to
10.29 windows, clerestory windows & doors with
M.S. Flat 15x3 mm and nuts & bolts complete.
10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia Sqm 100 844.7 84470
wire and 1.4 mm aperture on both sides
11.0 FLOORING
11.1S General
11.8 Extra for making chequers of approved Sqm 150 83.85 12577.5
39 pattern on cement concrete floors, steps,
landing, pavements etc.
11.16S TILE FLOORING
Chequered precast cement concrete tiles 22
mm thick in footpath & courtyard, jointed with
neat cement slurry mixed with pigment to
11.20 match the shade of tiles, including rubbing
and cleaning etc. complete, on 20 mm thick
bed of cement mortar 1:4 (1 cement: 4 coarse
40 11.20.3 Dark shade pigment using ordinary cement Sqm 100 1119.5 111950
11.26S KOTA STONE FLOORING
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) :
11.37S CERAMIC GLAZED TILES
11.37 Providing and laying Ceramic glazed floor tiles Sqm 20 1096.55 21931
of size 300x300 mm (thickness to be specified
by the manufacturer) of 1st quality
conforming to IS : 15622 of approved make in
colours such as White, Ivory, Grey, Fume Red
Brown, laid on 20 mm thick cement mortar
1:4 (1 Cement : 4 Coarse sand), Jointing with
grey cement slurry @ 3.3 kg/sqm including
pointing the joints with white cement and
matching pigment etc., complete.
11.41S VITRIFIED FLOOR TILES
SOLAPUR DIVISION-ENGG/CENTRAL RLY
Providing and laying 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), jointing with grey cement
slurry @ 3.3 kg/ sqm including grouting the
joints with white cement and matching
pigments etc., complete.
Providing and laying Vitrified tiles in floor in
different sizes (thickness to be specified by
the manufacturer) with water absorption less
than 0.08% and conforming to IS:15622, of
approved brand & manufacturer, in all colours
and shade, laid on 20 mm thick cement
mortar 1:4 (1 cement: 4 coarse sand) jointing
with grey cement slurry @3.3 kg/sqm
including grouting the joints with white
cement and matching pigments etc. The tiles
must be cut with the zero chipping diamond
cutter only . Laying of tiles will be done with
the notch trowel, plier, wedge, clips of
required thickness, leveling system and
rubber mallet for placing the tiles gently and
Double charge vitrified tile polished finish of
Glazed vitrified floor tiles polished finish of
Glazed Vitrified tiles Matt/Antiskid finish of
12.0 ROOFING
12.37S RAIN WATER SPOUT AND PIPE
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, (i) Single socketed
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.
12.42.1 Coupler
12.42.3 Single tee with door
12.42.5 Bend 87.5 degree
SOLAPUR DIVISION-ENGG/CENTRAL RLY
Providing & fixing UV stabilised fiberglass
reinforced plastic sheet roofing up to any
pitch, including fixing with polymer coated 'J'
or 'L' hooks, bolts & nuts 8 mm dia. G.I
plain/bitumen washers complete but
excluding the cost of purlins, rafters, trusses
etc. The sheets shall be manufactured out of
12.47 2400 TEX panel rovings incorporating
minimum 0.3% ultra-violet stabiliser in resin
system under approximately 2400 psi and hot
cured. They shall be of uniform pigmentation
and thickness without air pockets and shall
conform to IS 10192 and IS 12866.The sheets
shall be opaque or translucent, clear or
pigmented, textured or smooth as specified.
step-down (2" or 3" or 6" ) as specified
12.50 Providing and fixing precoated galvanised iron Sqm 500 738.65 369325
profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-
charge) of total coated thickness 0.50 mm
(base metal of minimum 0.45 mm thickness
with total coating thickness of 0.05 mm) 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
57 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.
Providing and fixing precoated galvanised
steel sheet roofing accessories of total coated
thickness 0.50 mm (base metal of minimum
0.45 mm thickness with total coating
thickness of 0.05 mm) 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 using self drilling/ self tapping screws
13.0 FINISHING
13.1S CEMENT PLASTER (IN FINE SAND)
13.1 12 mm cement plaster of mix :
13.11S CEMENT PLASTER IN TWO COATS
60 dust) on the rough side of single or half brick
13.16S 6 mm CEMENT PLASTER
13.20S PEBBLE DASH PLASTER
13.26 Providing and applying plaster of paris putty Sqm 11000 262.7 2889700
of 2 mm thickness over plastered surface to
prepare the surface even and smooth
13.44S EXTERIOR FINISHING
SOLAPUR DIVISION-ENGG/CENTRAL RLY
Finishing with Deluxe Multi surface paint
13.48 system for interiors and exteriors using Primer
as per manufacturers specifications :
13.48.1 Two or more coats applied on walls @ 1.25 Sqm 11000 193.7 2130700
63 ltr/10 sqm over and including one coat of
Special primer applied @ 0.75 ltr /10 sqm
13.48.2 Painting wood work with Deluxe Multi Surface Sqm 200 176.25 35250
Paint of required shade. Two or more coat
64 applied @ 0.90 ltr/10 sqm over an under coat
of primer applied @0.75 ltr/10 sqm of
approved brand and manufacture
13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 300 170.7 51210
Paint to give an even shade. Two or more coat
65 applied @ 0.90 ltr/10 sqm over an under coat
of primer applied @ 0.80 ltr/10 sqm of
approved brand and manufacture
13.91 Removing dry or oil bound distemper, water Sqm 11000 25.15 276650
proofing cement paint and the like by
66 scrapping, sand papering and preparing the
surface smooth including necessary repairs to
scratches etc. complete.
14.0 REPAIRS TO BUILDING
14.1S General
Repairs to plaster of thickness 12 mm to 20
mm in patches of area 2.5 sq.meters and
under, including cutting the patch in proper
shape, raking out joints and preparing and
plastering the surface of the walls complete,
including disposal of rubbish to the dumping
ground, all complete as per direction of
Engineer-in-Charge.
14.1.2 With cement mortar 1:4 (1cement: 4 coarse Sqm 200 560.5 112100
14.17 Raking out joints in lime or cement mortar and Sqm 50 72.45 3622.5
preparing the surface for re-pointing or
68 replastering, including disposal of rubbish to
the dumping ground, all complete as per
direction of Engineer-in-Charge.
14.75AS ROUTINE MAINTENANCE WORK
14.82 Dismantling W. C . Pan of all sizes including Each 50 134.1 6705
disposal of dismantled materials including
malba all complete as per directions of
Engineer-in-Charge.
15.0 DISMANTLING AND DEMOLISHING
15.1S General
Demolishing cement concrete manually/ by
mechanical means including disposal of
material within 50 metres lead as per
direction of Engineer - in - charge.
(including equivalent design mix)
15.18 Dismantling steel work in built up sections in Kg 5 5.65 28.25
angles, tees, flats and channels including all
71 gusset plates, bolts, nuts, cutting rivets,
welding etc. including dismembering and
stacking within 50 metres lead.
Dismantling tile work in floors and roofs laid in
15.23 cement mortar including stacking material
within 50 metres lead.
15.23.2 For thickness of tiles above 25 mm and up to Sqm 50 113.35 5667.5
Dismantling roofing including ridges, hips,
15.28 valleys and gutters etc., and stacking the
material within 50 metres lead of:
SOLAPUR DIVISION-ENGG/CENTRAL RLY
15.60 Disposal of building rubbish / malba / similar cum 250 263.95 65987.5
unserviceable, dismantled or waste materials
by mechanical means, including loading,
74 transporting, unloading to approved municipal
dumping ground or as approved by Engineer-
in-charge, beyond 50 m initial lead, for all
leads including all lifts involved.
16.0 ROAD WORK
16.1S ROADS
16.1 Preparation and consolidation of sub grade Sqm 100 218.9 21890
with power road roller of 8 to 12 tonne
capacity after excavating earth to an average
of 22.5 cm depth, dressing to camber and
consolidating with road roller including making
good the undulations etc. and re-rolling the
sub grade and disposal of surplus earth with
lead upto 50 metres.
16.3 Supplying and stacking at site.
16.4 Laying, spreading and compacting stone cum 100 1046.95 104695
aggregate of specified sizes to WBM
specifications in uniform thickness, hand
picking, rolling with 3 wheeled road/vibratory
roller 8-10 tonne capacity in stages to proper
grade and camber, applying and brooming
requisite type of screening / binding material
to fill up interstices of coarse aggregate,
watering and compacting to the required
16.49S MISCELLANEOUS
16.68 Providing and laying 60mm thick factory Sqm 100 972 97200
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 line sand
etc. all complete as per the direction of
Engineer-in-charge.
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-
16.83 Taking out existing CC interlocking paver Sqm 100 131.75 13175
blocks from footpath/ central verge, including
removal of rubbish etc., disposal of
unserviceable material to the dumping
ground, for which payment shall be made
separately and stacking of serviceable
material within 50 metre lead as per direction
of Engineer-in-Charge.
17.0 SANITARY INSTALLATIONS
17.1S General
Providing and fixing water closet squatting
pan (Indian type W.C. pan ) with 100 mm sand
cast Iron P or S trap, 10 litre low level white
P.V.C. flushing cistern, including flush pipe,
17.1 with manually controlled device (handle lever)
conforming to IS : 7231,with all fittings and
fixtures complete, including cutting and
making good the walls and floors wherever
SOLAPUR DIVISION-ENGG/CENTRAL RLY
17.1.1 White Vitreous china Orissa pattern W.C. pan Each 50 6767.4 338370
82 of size 580x440 mm with integral type foot
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
17.2 pipe, with manually controlled device (handle
lever), conforming to IS : 7231, with all fittings
and fixtures complete, including cutting and
making good the walls and floors wherever
17.2.1 W.C. pan with ISI marked white solid plastic Each 10 6515.55 65155.5
Providing and fixing Stainless Steel A ISI 304
(18/8) kitchen sink as per IS:13983 with C.I.
brackets and stainless steel plug 40 mm,
including painting of fittings and brackets,
cutting and making good the walls wherever
17.10.2 Kitchen sink without drain board
17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet Each 10 349.15 3491.5
with flexible tube upto 1 metre long with S.S.
85 triangular plate to European type W.C. of
quality and make as approved by Engineer - in
Providing and fixing P.V.C. waste pipe for sink
17.28 or wash basin including P.V.C. waste fittings
17.28.2 Flexible pipe
18.0 WATER SUPPLY
18.7S C.P.V.C. PIPES
Providing and fixing Chlorinated Polyvinyl
Chloride (CPVC) pipes, having thermal stability
for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes
jointing of pipes & fittings with one step CPVC
solvent cement, trenching, refilling & testing
of joints complete as per direction of Engineer
in Charge. External work
18.15S BRASS FITTINGS
Providing and fixing gun metal gate valve with
C.I. wheel of approved quality (screwed end) :
Providing and fixing ball valve (brass) of
18.18 approved quality, High or low pressure, with
plastic floats complete :
C.I. SLUICE VALVES/ FIRE HYDRANTS &
18.48 Providing and placing on terrace (at all floor Per 90000 11 990000
levels) polyethylene water storage tank, IS : Litre
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.
18.54S PTMT FITTINGS
SOLAPUR DIVISION-ENGG/CENTRAL RLY
Providing and fixing PTMT bib cock of
approved quality and colour.
18.54.1 15 mm nominal bore, 86 mm long, weighing Each 90 125.6 11304
not less than 88 gms
Providing and fixing PTMT stop cock of
approved quality and colour.
18.55.1 15 mm nominal bore, 86 mm long, weighing Each 90 118.5 10665
not less than 88 gms
Providing and fixing PTMT pillar cock of
approved quality and colour.
18.56.1 15 mm nominal bore, 107 mm long, weighing Each 90 208.45 18760.5
not less than 110 gms
18.59S AIR VALVE & WATER METER (BULK TYPE)
Cutting holes up to 30x30 cm in walls
including making good the same:
18.76.1 With common burnt clay F.P.S. (non modular) Each 100 416.8 41680
19.0 DRAINAGE
19.1S STONE WARE PIPES AND FITTINGS
Providing and laying non-pressure NP2 class
(light duty) R.C.C. pipes with collars jointed
19.6 with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand)
including testing of joints etc. complete :
Constructing brick masonry road gully
chamber 50x45x60 cm with bricks in cement
mortar 1:4 (1 cement : 4 coarse sand)
including 500x450 mm pre-cast R.C.C.
horizontal grating with frame complete as per
standard design :
19.27.1 With common burnt clay F.P.S. (non modular) Each 55 5957.9 327684.5
bricks of class designation 7.5
Constructing brick masonry road gully
chamber 110x50x77.5 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand)
including 500x450 mm precast R.C.C.
horizontal grating with frame and vertical
grating complete as per standard design :
19.29.1 With common burnt clay F.P.S. (non modular) Each 20 11520.55 230411
bricks of class designation 7.5
Providing and laying Non Pressure NP-3 class
(Medium duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of
cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of
joints etc. complete
21.0 ALUMINIUM WORK
21.1S General
Providing and fixing glazing in aluminium
door, window, ventilator shutters and
partitions etc. with EPDM rubber / neoprene
21.3 gasket etc. complete as per the architectural
drawings and the directions of engineer-in-
charge . (Cost of aluminium snap beading
shall be paid in basic item):
21.3.1 With float glass panes of 4.0 mm thickness Sqm 200 1176.8 235360
(weight not less than 10kg/sqm)
22.0 WATER PROOFING
22.1S General
SOLAPUR DIVISION-ENGG/CENTRAL RLY
22.6 Providing and laying water proofing treatment Sqm 200 688.9 137780
on roofs of slabs by applying cement slurry
mixed with water proofing cement compound
consisting of applying:(a) after surface
preparation, first layer of slurry of cement @
0.488kg/sqm mixed with water proofing
cement compound @ 0.253 kg/sqm. (b) laying
second layer of Fibre glass cloth when the first
layer is still green. Overlaps of joints of fibre
cloth should not be less than10 cm. (c) third
layer of 1.5 mm thickness consisting of slurry
104 of cement @1.289 kg/sqm mixed with water
proofing cement compound @ 0.670 kg/sqm
and coarse sand @ 1.289 kg/sqm. This will be
allowed to air cure for 4 hours followed by
water curing for 48 hours. The entire
treatment will be taken upto 30 cm on
parapet wall and tucked into groove in
parapet all around. (d) fourth and final layer
of brick tiling with cement mortar (which will
be paid for separately. For the purpose of
measurement the entire treated surface will
22.14 Grading roof for water proofing treatment with
105 sand : 4 graded stone aggregate 20 mm
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GCC-2022-ACS102_compressed.pdf
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GCCACS11_compressed.pdf
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PCEcircular207QualityofworkSiterecord.pdf
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PCEcir208ConcreteMixDesign.pdf
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SPECIALCONDITIONSOFCONTRACTCIVILWORK10.6.26.pdf
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