Loading…
Loading…
Tender Value
₹7.2 Cr
EMD Value
₹7.2 L
Closing Date
15 Jul 2026, 5:00 pm
Similar tender results from the same govt authority in the past 3 years.
Superintending Engineer, GIDC, Ahmedabad
Construction of Flexible Pavement roads, Area Grading work, Box Culvert and Entrance Gate at Spinning Mill at Hansalpur Industrial Estate Ta. Himatnagar and Dist Sabarkantha with free maintenance guarantee period of 5 years.
317327
03/2026-27
Open
Civil - All
Ahmedabad
4 documents required · 4 mandatory
₹14,160
Executive Engineer,GIDC Ahmedabad
₹7.2 L
24 Jun 2026
24 Jun 2026
24 Jun 2026
15 Jul 2026
24 Jun 2026
Name of work:- Construction of Flexible Pavement roads, Area Grading work, Box Culvert and Entrance Gate at Spinning
Mill at Hansalpur Industrial Estate Ta. Himatnagar and Dist Sabarkantha with free maintenance guarantee period of
PART - ROAD WORK
1 Clearing and grubbing of road land including uprooting rank 13.81 Hec. 28455.09
vegetation, grass, bushes, shrubs,saplings and trees of girth upto
mm removal of stumps of trees cut earier and disposal of
unserviceable materials. (C) By Mechanical means in area of light
2 Earthwork in cutting including preparing the slope and camber and 65418.28 Cum. 310.99
stacking or utilising the cutting stuff in bank as directed upto
Meters from the end of cutting with all lead and lift.
3 Earthwork for embankment including breaking clods, dressing with 6553 Cum. 169.28
all lead and lift (excluding watering and consolidation) From Borrow
area within 3.0 Km. lead
4 Earthwork for embankment including breaking clods, dressing with 2315 Cum. 160.14
all lead and lift and including watering rolling and consolidation of
subgrade in layers at O.M.C. to required dry density including filling
the depression which occur during the process using power roller 8T
to 10T.(A) From Borrow pits within land width
5 Rolling and consolidation of soling including filling in depression 14980 Sqm. 22.75
which occur during the process, with power roler 8 tonne to 12 tonne.
6 Graded Granular sub base (GSB) 2983 Cum. 1540.93
Providing & laying of compacted thickness of 200 mm Closed Graded
Granular sub base (GSB) in Two equal layers (each layer should be
less than 200 mm)of graded granular material consisting of river
sand, graval, pabbles and crushed stone aggregate, shingle as per
grading - V given in table 400-1 of the specification MORT&H and
compactor to the required density with 8 - 10 tonne vibratory roller
with plain drum or heavy pneumatic tyred roller of minimum 200 to
300 KN weight in all seasons as per MORT&H , maintaining the
required slope & grade during the operation as approved by the
engineer in charge & watering to the proper moisture content and
sprinkled with the help of truck mounted water tank fitted with
suitable arrangement. (fully saturated having CBR value minimum 30)
7 Wet Mix Macadam (WMM) 3150 Cum. 1917.22
Providing, laying, spreading and compacting graded stone aggregate
to wet mix macadam in compacted thickness of 250mm spacification
including trimix the materials with water at OMC in mechanical mix
plant carriage of mixed materials by tipper to site laying in uniform
layers (Layer should not be more than 200 mm)with paver in sub
base/base course on well prepared surface and camber with Sensor
paver consolidation by vibratory road roller to achieve the desired
density by using machine crushed chips as per required gradation
mixing with required optimum quantity of water incl material, labour,
plant and machinary and equipment etc. complete.
8 Providing and applying primer coat with bitumen emulsion SS1 on 10795 Sqm. 82.07
prepared surface of granular Base including clearing of road surface
and spraying primer at the rate of 0.85 kg/sqm using mechanical
Providing & laying compacted 60 mm thick dense graded bituminous
macadam (DBM) Grade-II in Single layer using 100-120 TPH batch
type HMP producing an average output of 75 tonnes per hour, tack
coat at the rate of 2.5 kg / 10 m2 (VG10) in each using crushed
aggregates of specified grading . premixed with bituminous binder @
4.5% ( VG - 40) by weight of total mix and filler , transporting the hot
mix to work site laying with a hydrostatic paver finisher with sensor
control with minimum road width or as directed by Engineer in
charge to the required grade, level and alignment, rolling with smooth
wheeled vibratory and tandem rollers to acheive the desired
compaction as per MORT&H specification etc complete in all respects.
The agency shall have to get the mix design done from approved
laboratory and submit to the Engineer in charge for approval. If the
asphalt (bituminous) content is more than above, the agency shall
have to bear the cost of additional asphalt. The payment shall be done
on the permissible field density achieved on the site instead of density
derieved in the mix design. ( The density obtained by mix design
above 2.31 MT/M3 shall be boarn by agency )
Providing and laying 40 mm Thick Bituminous Concrete using
crushed stone aggregate BT chips as per required gradation and using
emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m (VG 10) and the VG-
40 grade asphalt at 5.40 % by total weight of mix hot laid process
using 100-120 TPH batch type hot mix plant producing an average
output of 75 tonnes per hour incl. transporting the mix and laying by
hydrostatic paver finisher with sensor control to the required grade,
level and alignment, rolling with smooth wheeled, vibratory and
tandem roller to achieve the desired compaction as per MoRT&H
specifications clause 509 complete including cost of material labour
machinary equipment and fuel, oil. Lubricant for plant and machinary
using contractor's own plant and machinanes etc complete. The
agency shall have to get the mix design done from approved
laboratory and submit to the Engineer in charge for approval. If the
asphalt (bituminous) content is more than above, the agency shall
have to bear the cost of additional asphalt. The payment shall be done
on the permissible field density achieved on the site instead of density
derieved in the mix design. ( The density obtained by mix design
above 2.36 MT/M3 shall be boarn by agency )
11 Providing and applying Asphalt painting with bitumen of VG 40grade 10795 M2 41.77
on bitumenous surface including clearing of road surface and spraying
Bitumen at the rate of 0.60 kg/sqm using mechanical means.
12 Road marking with hot applied thermoplastic paints with 615 M2 367.72
reflectorising glass beads on bitumin surface providing and laying a
hot applied thermoplastic compound 2.5 mm thick including
reflectorising glass beads @ 250gms per sqm area, thickness of
2.5mm is excluding of surface applied glass beds as per IRC:35-2015.
The finished surface to be level, uniform and free from streaks and
holes. zebra patta /bump patta lane/center line/ edge line/cut patta.
The white color marking should provide liminance coefficinet on
cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be
min 100 mcd/m2/lux during the service life during the day time. The
marking should meet the performance criteria for night time
reflectivity, wet reflectivity and skid resistance as mentioned in the
section-15 of IRC 35-2015. Warranty for the Retro reflectivity should
13 Cateyes Road Stud : Supplying of molded twin shakes raised 1018 Nos. 326.23
pavement markers made of polycarbonate and ABS moulded body
and reflective panels with micro prismatic lens [no glass bead lens]
capable of providing total internal reflection of the light entering the
lens face and shall support a load of 13635 kgs. tested in accordance
to ASTM D 4280 type H and complying to specifications of category A
of MORTH circular No. RW.NH/33023/10-97 - do III dt. 11.06.1997.
The height, width and length shall not exceed 20 mm, 130 mm and
with minimum reflective area of 13 sqm on each side and the slope to
the base shall be 35+/- 5 degree. The strength of detachment of the
integarted cylindrical shanks, [of diameter not less than 19 +/- 2 mm
and height not less than 30+/- mm] from the body is to be a minimum
value of 500 kgf. Fixing will be by drilling holes on the road for the
shanks to go inside, without nails and using epoxy resin based
adhesive as per manufacture's recommendation and the colour of the
marker should be as per the IRC 35 2015 and as directed by Engineer
14 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 108 Rmt 3468.34
"W" metal beam crash barrier comprising of 3 mm thick corrugated
sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC
series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to
centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and
fitments to be galvanised by hot dip process, all fittings to conform to
IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post
with a spacer of channel section 150 x 75 x 5 mm, 330 mm long
complete as per clause Type - A, "W" : Metal Beam Crash Barrier
(Providing and erecting
a "W" metal beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 70 cm above road/ground level,
fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced
m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel
parts and fitments to be galvanised by hot dip process, all fittings to
conform to IS:1367 and IS:1364, metal beam rail to be fixed on the
vertical post with a spacer of channel section 150 x 75 x 5 mm,
mm long complete as per clause 811)
15 Direction sign (Junction board):-Providing and fixing sing boards 1 Nos. 14831.71
made out of 2mm aluminium sheet; size 244 x 122cms. rectangle as as
per the design of IRC-67-1977 pre treated with phospheting process &
acid etching; coated with one coat of epoxy primer and two coats of
best quality epoxy paint; reflectorised with retro refiective sheeting as
per latest M.O.S.T. Specifications; Letters and numerals should be as
per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated
from suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as
required; painted with best quality epoxy coatings in black and white
bends. the details of symbol or inscription / numerals for each board
shall be as per the instruction of engineer in charge. The fixing at site
shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg.
including excavation curing etc. complete under the supervision of
engineer in charge.(A) Engineer Grade(VR)... For DD plan
16 Distance Informatory/ Destubatuib sign :Providing and fixing sing 15 Nos. 10926.57
boards made out of 2mm aluminium sheet; size 180 x 120cms.
rectangle as as per the design of IRC-67-1977 pre treated with
phospheting process & acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint; reflectorised with
retro refiective sheeting as per latest M.O.S.T. Specifications; Letters
and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand
post and frame fabricated from suitable size iron angle of 50 x 50 x
5mm 75 x 75 x 6mm as required; painted with best quality epoxy
coatings in black and white bends. the details of symbol or inscription
/ numerals for each board shall be as per the instruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x
60cms. for each leg. including excavation curing etc. complete under
the supervision of engineer in charge.(A) Engineer Grade(VR)...
17 Providing and fixing pre-cast concrete kerb stone of gray cement 240 Rmt 404.05
based concrete block 30cm length,30cm height and 15cm thick of
M200 grade concret as per approved design and including excavation
for fixing in proper line and level,filling the joint with C:M 1:3
(1cement:3fine sand) etc complete.
18 Painting lines, deashes, arrows, letters etc on roads, Air fields and like 550 M2 130.08
in two coats with road marking paint, brushing including cleaning the
surface of all dirt, dust and other foreign matter. (i) Over 10cm in
19 Filling in foundation and plinth with murrum or selected soil in layers 7.2 Cum. 294.38
of 20cm. thickness including watering, ramming and consolidating
20 Excavation for foundation upto 1.5 m depth including sorting out and 64 Cum. 260.57
stacking of useful materials and disposing off the excavated stuff upto
50 Meter lead. (C) Hard murrum.
21 Supplying and fixing reinforced concrete heavy duty non-pressure 290 Rmt 1053.39
pipes with collars for culverts including setting and joining the pipes
in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /
Class NP4 of following internal diameter. (i) 300 mm dia.
22 Filling available excavated earth in trenches, plinth, sides of 277 Cum. 136.92
foundations etc. layers not exceeding 20 cm. in depth consolidating
each deposited layer by ramming and watering.
23 Rolling and consolidation using vibratory road roller 8 - 55477.85 Cum. 33.09
10 tonne capacity (incl. watering)(A) Earth work (layer
not exceeding 200mm thickness)
24 Excavation for foundation upto 1.5 m depth including sorting out and 3296.00 Cumt. 268.21
stacking of useful materials and disposing off the excavated stuff upto
50 Meter lead.(C) Hard Murrum
25 Excavation for foundation for depth from 1.5 m to 3.0 m including 295.00 Cumt. 300.80
sorting out and stacking of useful materials and disposing off the
excavated stuff upto 50 Meter lead. (D) Soft rock not requiring
26 Uncoursed Rubble Masonry with hard stone of approved quality in 216.00 Cumt. 2586.61
foundations and plinth in Cement Mortar 1:6 (1-cement : 6-coarse
sand including levelling up etc. complete
27 Providing and laying controlled cement concrete M:150 for curing 564.00 Cumt. 4251.42
complete excluding cost of formwork and reinforcement for Cement
concrete work in [A] Foundations, footings, Base of Columns and Mass
Concrete [More than 10 Ton].
28 Design, Manufacturing & Supplying factory-made RCC (wet cast) 16.00 RMT 56287.30
Precast Box Culvert (JIS) category for use in Road Crossing,
stormwater drainage, cable trenching, or utility ducts, manufactured
by FUJI Silvertech / FIT / Alcock , having dimensions of Width x Depth
(in mm) (In to In dimension) and with varies length, with a load-
carrying capacity of 70R with minimum earth cushion 200mm for
heavy vehicle movement. Box culvert shall have interlocking plug-
socket arrangement. Rubber gasket required to ensure water-tight
character and for jointing of each segment flange-bolt connection with
12 mm diameter, 50 mm length Grade-8.8 high tensile bolts with zinc
coating and round washer or equivalent nut-bolt connection will be
supplied as part of the Box culvert. Each drain shall have tie-shaped
grooves (10–20 mm width and 25 mm depth) on both ends for proper
joint alignment and secure placement. The drains shall be
manufactured using minimum M-50/C-40 grade concrete duly steam
cured for durability, OPC 53 Grade cement with admixtures as per
IS:456-2000, and coarse and fine aggregates derived from natural
sources. Reinforcement shall be with TMT/TMX bars of Fe 500D or
higher, conforming to IS:1786, fabricated using in-house automated
cage-making units for consistency. RO water shall be used during
manufacturing to enhance durability. The factory shall be certified
with ISO 9001 (Quality Management), ISO 14001 (Environmental
Management), and ISO 45001 (Occupational Health & Safety), and The
29 1.5 x 1.4 -Box Culvert 84.00 RMT 30158.60
30 Unloading, handling, installation, alignment, jointing and grouting of 16.00 Meter. 5635.80
precast concrete elements, including provision of all labour,
equipment, lifting gear, temporary supports, and complete in
accordance with drawings, specifications, and engineer’s approval but
including the cost all the building materials required for unloading,
handling, installation, alignment and jointing. 2.0 x 2.0 -Box Culvert
31 1.5 x 1.4 -Box Culvert 84.00 Meter. 3019.90
32 Supplying factory-made RCC (wet cast) Precast U-shape drains of T-6 422.00 Meter. 2727.00
category for use in stormwater drainage, cable trenching, or utility
ducts, manufactured by FUJI Silvertech / FIT / Alcock, having
dimensions of Width x Depth (in mm) and a length of 2000 mm, with a
load-carrying capacity of 4.8 Tonne Axle Load and 2.4 Tonne Wheel
Load, suitable for pedestrian vehicular movement of longitudinal
drain. Each drain shall have tie-shaped grooves (10–20 mm width and
25 mm depth) on both ends for proper joint alignment and secure
placement. The drains shall be manufactured using minimum M-
50/C40 grade concrete duly steam cured for durability, OPC 53 Grade
cement with admixtures as per IS:456-2000, and coarse and fine
aggregates derived from natural sources. Reinforcement shall be with
TMT/TMX bars of Fe 500D or higher, conforming to IS:1786,
fabricated using in-house automated cage-making units for
consistency. RO water shall be used during manufacturing to enhance
durability. The factory shall be certified with ISO 9001 (Quality
Management), ISO 14001 (Environmental Management), and ISO
45001 (Occupational Health & Safety), and The precast factory should
have its own NABL approved QA-QC laboratory within plant premises
to ensure daily testing of precast products. MOU / Affidavit stating
association with outside laboratory is not permitted. NABL certificate
shall be in name of bidder. The precast units must comply with Indian
and international standards (such as JIS, ASTM, or EU standards) and
33 600 mm X 600 mm (into in dimension from top) 618.00 Meter. 4171.30
34 750 mm X 750 mm (into in dimension from top) 622.00 Meter. 5746.90
35 900 mm X 900 mm (into in dimension from top) 248.00 Meter. 8312.30
36 Unloading, handling, installation, alignment, jointing and grouting of 422.00 Meter. 323.20
precast concrete elements, including provision of all labour,
equipment, lifting gear, temporary supports, and complete in
accordance with drawings, specifications, and engineer’s approval but
including the cost all the building materials required for unloading,
handling, installation, alignment and jointing. 450 mm X 450 mm (into
in dimension from top)
37 600 mm X 600 mm (into in dimension from top) 618.00 Meter. 434.30
38 750 mm X 750 mm (into in dimension from top) 622.00 Meter. 575.70
39 900 mm X 900 mm (into in dimension from top) 248.00 Meter. 848.40
40 Supplying factory-made RCC (wet cast) Precast U-shape drains of T-25 240.00 Meter. 13503.70
category for use in stormwater drainage, cable trenching, or utility
ducts, manufactured by FUJI Silvertech / FIT / Alcock, having
dimensions of Width x Depth (in mm) and a length of 2000 mm, with a
load-carrying capacity of 10 Tonne Axle Load and 5 Tonne Wheel
Load, suitable for heavy vehicular movement of longitudinal drain.
Each drain shall have tie-shaped grooves (10–20 mm width and
mm depth) on both ends for proper joint alignment and secure
placement. The drains shall be manufactured using minimum M-
50/C40 grade concrete duly steam cured for durability, OPC 53 Grade
cement with admixtures as per IS:456-2000, and coarse and fine
aggregates derived from natural sources. Reinforcement shall be with
TMT/TMX bars of Fe 500D or higher, conforming to IS:1786,
fabricated using in-house automated cage-making units for
consistency. RO water shall be used during manufacturing to enhance
durability. The factory shall be certified with ISO 9001 (Quality
Management), ISO 14001 (Environmental Management), and ISO
45001 (Occupational Health & Safety), and The precast factory should
have its own NABL approved QA-QC laboratory within plant premises
to ensure daily testing of precast products. MOU / Affidavit stating
association with outside laboratory is not permitted. NABL certificate
shall be in name of bidder. The precast units must comply with Indian
and international standards (such as JIS, ASTM, or EU standards) and
41 Unloading, handling, installation, alignment, jointing and grouting of 240.00 Meter. 1363.50
precast concrete elements, including provision of all labour,
equipment, lifting gear, temporary supports, and complete in
accordance with drawings, specifications, and engineer’s approval but
including the cost all the building materials required for unloading,
handling, installation, alignment and jointing.1200 mm X 1200 mm
(into in dimension from top)
42 Supplying factory-made RCC (wet cast) Precast Chamber for use in 4.00 Meter. 13089.60
stormwater drainage, manufactured by FUJI Silvertech / FIT /
Alcock,with a load-carrying capacity of 10 Tonne Axle Load and
Tonne Wheel Load, suitable for heavy vehicular movement. The
contractor shall prepare and provide the base with PCC/Foundation
concrete as a levelling course based on drawings or consultant
recommendations as per foundation strata. The chamber shall include
specially designed in-built lifting inserts for safe and fast mechanical
installation using Eye Bolt, with required openings to be made at site
(not at factory) on the waffle side for utility connections as per actual
site needs. Under no circumstances shall site casting be allowed; all
units must be produced in a controlled factory environment adhering
to an approved QAP. The drains shall be manufactured using high-
performance self-compacting concrete minimum M-50/C40 grade
concrete duly steam cured for durability, OPC 53 Grade cement with
admixtures as per IS:456-2000, and coarse and fine aggregates
derived from natural sources. Reinforcement shall be with TMT/TMX
bars of Fe 500D or higher, conforming to IS:1786, fabricated using in-
house automated cage-making units for consistency. RO water shall be
used during manufacturing to enhance durability. The factory shall be
certified with ISO 9001 (Quality Management), ISO
(Environmental Management), and ISO 45001 (Occupational Health &
Safety), and equipped with in-house NABL-accredited testing
43 800 mm X 800 mm x 1000 mm (into in dimension) 4.00 Meter. 15493.40
44 1000 mm X 1000 mm x 1200 mm (into in dimension from top) 8.00 Meter. 29259.70
45 1600 mm X 1400 mm x 2000 mm (into in dimension) 2.00 Meter. 70356.60
46 Unloading, handling, installation, alignment, jointing and grouting of 4.00 Meter. 1313.00
precast concrete elements, including provision of all labour,
equipment, lifting gear, temporary supports, and complete in
accordance with drawings, specifications, and engineer’s approval but
including the cost all the building materials required for unloading,
handling, installation, alignment and jointing. 800 mm X 800 mm x
800 mm (into in dimension)
47 800 mm X 800 mm x 1000 mm (into in dimension) 4.00 Meter. 1616.00
48 1000 mm X 1000 mm x 1200 mm (into in dimension from top) 8.00 Meter. 2929.00
49 1600 mm X 1400 mm x 2000 mm (into in dimension) 2.00 Meter. 6262.00
50 Excavation for foundation upto 1.5 m depth including sorting out and 64.00 M3 277.09
stacking of useful materials and disposing off the excavated stuff upto
50 Meter lead. B) IN HARD ROCK
51 Providing & laying CC 1:3:6 (1- cement : 3 - coarse sand : 6 - M/c stone 6.00 M3 3315.88
aggregate 40 mm nominal size) in foundation concrete incl. machine
mixing, ramming, consolidation & curing etc. complete incl. cost of
form work etc. complete
52 Providing & laying CC 1:3:6 (1- cement : 3 - coarse sand : 6 - M/c stone 4.00 M3 5312.94
aggregate 20 mm nominal size) in plinth wall concrete with weep
holes by P/F PVC pipe of 100 MM having 6Kg./Cm2 pressure &
reinforcement as per detailed drawing or as directed incl. machine
mixing, vibrating, scaffolding, curing incl. cost of form work but
excluding cost of reinforcement etc. complete
53 Providing & laying controlled cement concrete M - 250 for following 4.00 M3 8883.51
RCC works for entrance gate up to any height and finishing smooth
incl. machine mixing, vibrating, scaffolding, curing incl. cost of form
work but excluding cost of reinforcement etc. complete at any height
as directed by engineer in charge RCC COLUMN- up to 4.00 mt
54 RCC COLUMN- 4.00 to 5 mt 1.00 M3 14241.35
57 Providing & laying controlled cement concrete M - 250 for following 12.00 M3 5073.12
RCC works for compound wall & entrance gate up to any height and
finishing smooth incl. machine mixing, vibrating, scaffolding, curing
incl. cost of form work but excluding cost of reinforcement etc.
complete at all levels/any height for (A) FOR RCC FOOTING
58 (B) RCC PLINTH BEAM 4.00 M3 6362.18
60 (D) RCC COPING 1.00 M3 5058.05
61 (E) FOR R.C.C. LINTEL 1.00 M3 7254.62
62 (F) FOR R.C.C. SLAB 2.00 M3 6945.77
63 (G) FOR R.C.C. CHHAJA 1.00 M3 6821.30
64 Providing and fixing T.M.T. (Thermo Mechanically Treated) bars 5790.00 Kg 77.29
confirming to relevant IS Fe 500D grade for R.C.C. works including
cutting, bending, binding and placing in position etc. incl. cost of
binding wire etc. complete at all level / up to any height .
65 Brick work using common brunt clay building bricks of class having 15.00 M3 4526.75
crushing strength not less than 35 kg/cm2 for superstructure up to
two floor level in C.M. 1:6 (1-cement : 6-coarse sand) incl. racking out
joints 20mm deep to expose faces & the joints should be struck flush
to expose faces incl. Curing, scaffolding etc. complete.
66 Providing & Laying 20mm thick sand faced plaster on wall up to any 260.00 M2 321.10
height consisting of 12mm thick backing coat of cement mortar 1:3 (1-
cement : 3 - sand) & 8mm thick finishing coat of cement mortar 1:1 (1-
cement : 1-sand) incl. Scaffolding, curing, etc. incl. racking out joints,
cleaning etc. complete.
67 Providing & Laying 15 mm thick cement plaster in single coat in CM 40.00 M2 235.32
1:3 (1-cement : 3-sand) on rough & fair side of stone / brick masonry
/ concrete surface for interior & exterior plastering up to any height
incl. drip moulding & finished even and smooth with neat cement
slurry incl. racking out joints, cleaning etc. complete at all levels/ up to
68 Applying wall painting three coats with plastic emulsion paint of 40.00 M2 125.52
approved brand and manufacture on wall surface to give an even
shade with applying two coat ready made putty of approved quality
including thoroughly brushing the surface free from mortar droppings
& other foreign matter & sand papered smooth etc. comp at all levels /
up to any height
69 External wall painting (two coats + priming coat) with APEX weather 260.00 M2 125.52
proof exterior emulsion paint of Asian paints or equivalent as
approved and of required shade up to any height including a priming
coat of primer of approved brand and manufacture on wall surfaces to
give an even shade after thoroughly brushing the surface & making
the surface free from mortar droppings and other foreign matter and
sand papered smooth incl. filling the all small holes, cracks, open
joints, undulations and similar other minor defects of every kind with
ready made putty of approved brand and manufacture and rubbed
smooth with sand paper incl. necessary scaffoldings etc. complete at
all levels / up to any height
70 Providing & filling in foundation & plinth with sand brought from 5.00 M3 481.80
outside in layers of 20 cm. thickness incl. watering, ramming and
consolidating etc. complete
71 Providing & fixing 35 MM thick door shutter incl.teak wood door 20.00 M2 5338.30
frame 10 X 7 cm consisting of solid core single or double leaf flush
door shutter of 30 MM thickness, lipped with 15 mm (5MM x 3) thick
x 30 mm width on stiles & top rails and 10 mm(5 mm x2) other stiles
and bottom rails. The inner panel laminated with 2 mm thick termite
proof, water proof & fire resistant moulded PVC sheet with
raised panel design in different plain and/ or pre laminated colour on
one side after routing the moulded design on flush door & 2 MM plain
and/ or pre laminated PVC sheet on other side using rubber adhesive
on flush door and solvent cement adhesive on the PVC lapping incl.
prov. & fixing stainless steel matt fixtures, fasteners and lock as per
the detailed drawing etc. complete at all level.
(ii) Fully panelled
72 Providing and fixing Aluminium Section (Colour anodized of minimum 8.00 M2 2140.33
15 micron thick) fixed in composite panel of Alluminium window
outer frame of size 63mmx 38mm x 1.5 mm, with three track sliding
shutter (3/4 series shutter section) fixed with glazing section using
mm thick best quality plain sheet glass of approved colour with P/F all
necessary fixtures, fasteners & window accessories like Handles,
hinges, screws, Lock, bearing, stopper etc. as may be needed and as
directed by Engineer in Charge etc. complete at all levels
73 Providing and laying Vitrified tiles 8 to 10 mm thick , 60.00 M2 1120.36
24'' x 24'' in flooring treads of steps and landing laid on
a bed of 12mm thick cement mortar 1:3 (1-cement : 3-
coarse sand ) finishing with flush pointing in white
74 Providing and laying broken chine mosaic flooring for terrace using 16.00 M2 779.70
12 mm to 20 mm broken pieces of glazed tiles to be laid over cement
mortar 1:3 to plain or slope and to be tempered to bring mortar creme
out upto surface using white cement including rounding off junctions
and extending them upto 15 cm along the wall,clearing with water
and oxalic acid etc. as directed.After finishing the whole terrace shall
be flooded with water for a period of two weeks.
75 Providing & fixing M.S. plain grills of required pattern to window's 160.00 Kg 110.59
gapes etc. with M.S. flats & 12mm square bright bar at required
spacing & frame around, square with round headed bolts, nuts, or by
screws built up section frame work incl. all necessary materials and
labour incl. one coat of priming coat of red lead paint and two coat of
enamel paint etc. comp.
76 Providing & fixing on wall PVC rain water pipes of 110 mm diameter 20.00 Rmt 339.05
of 6Kg./Cm2 incl. bend, Tee etc. incl. jointing materials incl. fixing with
necessary clamps to walls etc. as directed at all level.
77 Steel work, riveted in built up sections framed work including cutting, 6.50 Quintal 5889.50
hoisting, fixing in position and applying a priming coat of read lead
78 Providing and fixing in wall, ceiling and floor galvanized mild steel 240.00 Rmt 794.18
tubes (Heavy grade) of the following nominal bore, tube, fittings and
clamps including making good the wall, ceiling and floor etc. complete
at all floor levels (F) 50mm
79 Providing and fixing sliding iron estate gate as per design and given 38.80 Quintal 9108.48
drawing with top & bottom rails of T iron of required size with
required dia. Steel pulleys complete with bolts nuts, locking
arrangements, stoppers, holdfasts, handles, aldrops etc. incl. cost of
welding, cutting etc. using the M.S. pipes (Heavy duty), angles, flats
etc. as per drawing incl. fixing in RCC. column etc. incl. applying a
priming coat of red lead paint and three coats of approved synthetic
enamel paint etc. complete
80 Providing and fixing Digitally printed steel GIDC Logo for entrance 2.00 No. 29416.68
81 Providing and fixing Digitally printed steel Letters for entrance gate 25.00 No. 1024.84
82 Painting two coats (excluding priming coat) on new steel and other 33.00 M2 129.04
metal surface with enamel paint, brushing, interior to give an even
shade including cleaning the surface an even shade including cleaning
the surface of all dirt, dust and other foreign matter
Rs. (Without GST)
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
DTP Hansalpur.pdf
Items techincal specification-Hansalpur.pdf
PQ Hansalpur.pdf
Schedule B Hansalpur clubbed item.pdf
4.TB 12 - Specification of material.pdf
5.TB 13 - Code of practice.pdf
form B-1 23_1.pdf
form B-1 23_2.pdf
form B-1 23_3.pdf
form B-1 23-4- Hansalpur.pdf
GR Bank Guarantee.pdf
Download all tender documents and submit your bid