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Tender Value
₹74.8 L
EMD Value
₹75,000
Closing Date
8 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER’S OFFICE, SURAT (R&B) DIVISION NO.1, SURAT
Renovation Work In Various department Dr.S & S.S.Gandhi Government Engineering Collage Surat. (Extention of Concret lab.in Civil Department parking shed and block & Curing tank)
291094
35-1 of 2025-26
Open
Civil Works - Buildings
Works
Surat
7 documents required · 7 mandatory
₹2,400
Executive Engineer, Surat (R&B) Division 1, Surat
₹75,000
30 Mar 2026
30 Mar 2026
30 Mar 2026
8 Apr 2026
30 Mar 2026
Name of work :-
Renovation Work In Various department Dr.S & S.S.Gandhi Government Engineering Collage Surat. (
Extention of Concret lab.in Civil Department parking shed and block & Curing tank)
Bill of Quantities
(A) Percentage Rate Tender (Up to INR 50 Cr. )
Memorandum showing items of work to be carried out
Ite Quantity Unit Estimated Total Amount
Ite Quantity Unit Estimated Total Amount
Item of work In figure
1 Demolition including stacking of serviceable materilas and disposal of 99.00 Cumt 1110.75
unserviceable materials with all lead and lift. (i) R.C.C. Work
2 Demolition of Brick work and stone masonry including stacking of 26.00 Cumt 577.92
serviceable materilas and disposal of unserviceable materials with all lead
and lift.(ii) In Cement Mortar.
3 Dismentaling tiled of stone floors laid in mortar including stacking of 1143.00 Sqm 50.11
serviceable materilas and disposal of unserviceable materials with all lead
4 Dismentling doors, windows, ventilators etc. (wood or steel) shutters 150.00 No 197.09
including chowkhats architraves, holdfasts and other attachment etc.
complete and stacking them within all lead and lift.(i) Not exceeding
5 Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting 118.00 No 1561.19
out the soil and disposal of the surplus excavated soil as directed within a
lead of 50 Meter for following diameter of pipes.(iii) 300 mm
6 Excavation for foundation upto 1.50 mt depth including sorting out and 118.00 Cumt 123.13
stacking of useful materials and disposing the excavated stuff with all
lead and lift. (A) Loose or soft soil.
7 Providing and laying controlled cement concrete M.150 for curing 99.00 Cumt 3958.25
complete excluding cost of formwork and reinforcement for reinforced
concrete work in (A) Foundations,Footings,Base of columns and Mass
8 Providing and laying controlled cement concrete M-200 and curing 36.00 Cumt 6381.18
complete including the cost of form work with Ply & Cuplock but
excluding the cost of reinforcement for reinforced concrete work in
Ground & Plinth Beams
9 Providing and laying controlled cement concrete M-200 and curing 147.00 Cumt 4680.34
complete including the cost of form work with Ply & Cuplock but
excluding the cost of reinforcement for reinforced concrete work in (C)
10 Providing and laying controlled cement concrete M-200 for R.C.C. bored 30.00 Cumt 4610.16
piles of All diameter including ramming, vibrating, curing and finishing
11 Providing and laying controlled cement concrete M-200 and curing 4.00 Cumt 7585.10
complete including the cost of form work with Ply & Cuplock but
excluding the cost of reinforcement for reinforced concrete work in
Columns, pillars posts and struts Ground floor to First Floor floor
12 Providing and laying controlled cement concrete M-200 and curing 12.00 Cumt 6774.07
complete including the cost of formwork with Ply & Cuplock but excluding
the cost of reinforcement for reinforced concrete work in (C) Slab For
Ground floor to First Floor
13 Providing and laying controlled cement concrete M-200 and curing 10.00 Cumt 6275.13
complete including the cost of form work with Ply & Cuplock but
excluding the cost of reinforcement for reinforced concrete work in (C)
Beam For Ground floor to First Floor
14 Providing and laying controlled cement concrete M-200 and curing etc. 1.00 Cumt 6020.61
complete including the cost of form work with Ply & Cuplock but
excluding the cost of reinforcement for reinforced concrete work in (c)
Chhajja for Ground floor to First Floor
15 Providing and laying controlled cement concrete M-200 and curing etc. 1.00 Cumt 7163.93
complete including the cost of form work with Ply & Cuplock but
excluding the cost of reinforcement for reinforced concrete work in (c)
Lintel for Ground floor to First Floor
16 Providing and laying controlled cement concrete M-200 and curing etc. 3.00 Cumt 4926.78
complete including the cost of form work with Ply & Cuplock but
excluding the cost of reinforcement for reinforced concrete work in RCC
Vertical and Horizontal Wall for Ground floor to Second floor
17 Providing and laying controlled cement concrete M-200 for RCC work and 2.00 Cumt 6417.54
curing complete including the cost of form work with Ply & Cuplock but
excluding the cost of reinforced concrete work in coping on Ground floor
18 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 31080.00 Kg 77.47
bending, binding and placing in position complete up to All floor Level
19 Brick work using common burnt clay building bricks crushing strength not 33.00 Cumt 4514.70
less than 35 Kg/Sq.cm. in super structure above plinth level upto floor
two level in cement mortar 1:6 (1cement : 6 fine sand) (B) Conventional
For Ground floor to First floor
20 Providing 20 mm thick double coat mala cement plaster on interior brick / 160.00 Sqmt 315.12
concrete work for plastering comprising of base coat of 12 mm thick
cement plaster in cement mortar (1 Cement : 4 coarse sand) in rough
finishing and 8 mm thick top coat of cement mortar 1:2 (1 Cement :
Coarse sand) finished with trovel including scaffolding curing with1x1cm
Groves at juction of structure member etc. complete.For Ground floor to
21 Providing 10 mm. Thick Mala cement plaster in single coat for plastering 83.00 Sqmt 183.82
on ceiling and soffits of stairs and finished even and smooth in : (I)
Cement mortar 1:4 (1 cement : 4 sand) including Mala troveled finish
with 1x1cm Groves at juction of structure member etc. complete.For
Ground floor to First floor
22 Washed stone grit plaster on exterior wall of height upto 10 metre above 215.00 Sqmt 1053.43
ground level in two layers , under layer 12mm cement plaster 1:4 (1
cement :4 coarse sand) furrowing the under layer with scratching
tool,applying cement slurry on the under layer @2kg of cement per squre
meter,top layer 15mm cement plaster 1:1/2:2 (1cement:1/2 coarse sand
:2 stone chipping 10mm nominalsize) in panels with groove all around as
per approved pattern including scrubbingand washing the top layer with
brushes and water to expose the stone chipping complete as per
specification and direction of engineer in charge.
23 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 6.00 Rmt 43.74
24 Applying two coats of (white cement based) or (acrylic lappy (putty)) and 243.00 Sqmt 40.59
two coats of primer of approved brand and manufacture on new wall
surface to give an even shade including thoroughly brushing the surface
free from mortar dropping and other foreign matter and sand papered
25 Wall painting (Two coats) with plastic emulsion paint of approved brand 160.00 Sqmt 83.36
and manufacture on undecorated wall surface to give an even shade
including throughly brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth.
26 Wall painting (Two coats) with plastic emulsion paint of approved brand 83.00 Sqmt 89.04
and manufacture on undecorated ceiling surface to give an even shade
including throughly brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth.
27 Providing and laying water proofing treatment by conventional method 84.00 Sqmt 920.11
including cleaning the slab surface by wire brush as directed including
provding first layer of C.M. 1:4 of 40 mm thickness mixed with water
proofing compound at rate prescribed by manufacturer, including putting
of brick bats of average thickness 40 mm Well immerssed in water laid
uniformly on first layer of mortar including applying cement slurry @ rate
of 0.08 bag/sqm. on fixed layer of brick bats including maintaining
necessary slope, in second layer 40 mm thick C.M 1:4 mixed with water
proofing compound as directed, including finishing smooth with cement
slurry as directed complete.
28 Providing & fixing in position standard extruded Aluminum Two track (30 5.00 Sqmt 3185.54
mm series-C) sliding shutters with colour anodized section having Frame
Bottom With Gutter member size 92.00 x 31.75 x 1.30 mm size Weight
per Rmt = 2.073 Kg(Section no 21203) and Frame top and side membesr
size 92.00 x 31.75 x 1.30 mm size Weight per Rmt = 1.197 Kg(Section no
20837) For shutters using top and bottom size 50 x 20 x 1.50 mm size
Weight per Rmt = 0.839 Kg (Section no 20993)& interlock member size
x 29 x 1.50 mm size Weight per Rmt = 0.994Kg(Section no 20550) &
handle member size 50 x 20 x 1.50 mm size Weight per Rmt = 0.731 Kg
(Section no20553) Two track sliding glass shutters including providing
mm thick Transparent tinted float glass for glazing fixed with Rubber
gasket,Air Lock Strip Silicon Sealant with Standard Extruded Colour
Anodized Aluminum Coted fittings and bottom sliding window .and all
required materials labours and equipments as per detail drawing
window. as directed. For W,W2
29 Providing and fixing 38 mm thick flush door Double shutter, solid core 13.00 Sqmt 4275.33
with Anodized Aluminium section ( door section -weight not less than
kg/mt ) frame size 63.5mm x 38mm inserted teak wood frame inside
the aluminium section for durable grip of door hinges & Singal shutter
with required teakwood batten having 1mm thick lamination on both
side, Durable Grip shall be providing with both side 15cm long stainless
steel handle and necessary Locking system of Godrej, ,fixtures &
fastenings etc. directed by engineer in charge.for D2
30 Providing and laying machine cut and machine polished 60 x 60 cms.bule 1264.00 Sqmt 1019.39
Kota stone slab flooring over 20mm (Average) thick base of cement
mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and jointed
with grey cement slurry including rubbing and polishing etc. complete. (B)
31 Providing and laying machine cut and machine polished 60 x 60 cms.bule 39.00 Sqmt 1130.79
Kota stone 25mm thick in risers of steps,skirting Dedo and pillars laid on
10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed
with gray cement slury mixed with pigment to match the shade of slab
including rubbing and polishing etc. complete.
32 Providing and laying water proofing treatment with broken china mosaic 84.00 Sqmt 779.70
flooring for terrace using 12mm to 20mm of broken piece of ceramic
glazed tiles (or more colour directed ) to be laied over cement mortar
bedding of cm 1 : 3 (1 cement 3 sand ) to blain or slope and to be
tempered to bring mortar ceramic up to surface with using white cement
and colour pigment including rounding of junction extending them up to
15cm along the wall and caring with bends any patten or design on per
drawing and clennig by using oxalic acid etc. Completed
33 Providing and fixing polished 18 mm thick Granite stone in Single piece 76.00 Sqmt 2110.90
with all Exposed Edges Polished and Chamfered and Projcted 6mm from
finished wall thickness of approved quality in Flooring, clading on Cill &
Jambs and around the doors/ windows/ ventilation with 12 mm thick
cement motor CM (1:4) and fixing with cement slurry & adhesive
including moulding of exposed edges as directed by engineering in charge
34 Providinfg and fixing Safty grills of required pattern for windows/ Door 160.00 Kg 115.14
using necessary M.S angle/ M.S pipe, M.S flats and other structural steel
at required spacing including cutting, welding and fabriction etc. including
one coat of primer of approved quality and two coats of oil painting as
per detail drawing etc complete.
35 Providing, laying and jointing in true line and level 160 diametre U.P.V.C 60.00 Rmt 834.38
(Type B) conforming to IS 13592-1992 with one end plain and other end
socketed with rubber ring, & fittings conforming to ISI 14735-1999 of
approved make for drainage system pipe line, pipe shall be jointed with
each other with rubber lubricant, pipe shall be fixed on wall using of PVC
clamp of the size 160 mm diametre x 210 mm length x 196 mm heigh at
every 2000 mm center to center or shall be concealed in walls as directed
including necessary fittings such as bends, shoes etc. including testing of
pipes and joints and jointed with adhesive solvent cement including cost
of all materials.
36 Providing and fixing MS Z clamp on Wall or celling for Pipe Fitting 50.00 No 70.70
including all type necessary fittings and accessory etc. completed as per
directed engineer in charge.
37 Providing cement vata (10cm x 10cm size) quarter round in cement 3.00 Rmt 24.28
mortar 1:1 including neat cement finishing watering etc. Complete
38 16mm Rebar, excluding bar. It should minimum 100mm embedded in 165.00 No 200.99
concrete, drill dia. Should be minimum 18mm for rebar, material should
be used Will Fischer FISV 360 or equievalent. (Pull out strength check
should be given by contractor as per technical specifications)
39 Providing and Laying Jacketing to R.C.C. member with jacketing of 0.1m 3.00 Cumt 8644.59
thick and 1:1:2 concrete with,polypropelene fibre and super plastisizer
with shuttering, curing with all materials and labour also in 12mm
Polypropelene Fabrillated Fibre 125 gm/ 50 kg bag of cement + Super
Plastisizer 250 gm/ 50 kg bag of cement). including cleaning all corrode
steel bar with mild nitric acid and applying zinc rich primer on steel bar
etc. comp. for all floors.
40 Providing average 20 mm thick single coat polymer plaster by removing 150.00 Sqmt 455.51
detoriated plaster over RCC member, like column, beam, slab etc.
exposing existing reinforcement including scraping by wire brush,
applying rust removing chemical, rust convertor and zinc rich primer on
existing reinforcement, applying polymer bonding agent on existing
concrete surface including plastering in CM 1: 3 in single coat including
standard quality (Dr, fixit or any equivalent brand) curing compound
agent and finishing with floating coat of neat cement slurry adding Polyalk
Fix Prime polymer chemical as per directed by Engineer - in - charge for all
41 Steel work, welded in built up sections framed work including cutting, 1000.00 Kg 91.08
hoisting, fixing in position and applying a priming coat of read lead paint
& two coat oil paint. (A)In beams and joists, channels angles Tees, flats,
with connecting plates or angle cleats as in main and cross beams. Hip
and jack rafters, purlins conneted to common rafters and the like..
42 Providing & Fixing in position standard extruded approved colour 115.60 Sqmt 2064.44
anodised Aluminum Ventilator with frame 64 x 25 mm Stander Section (of
Jindal Section No.21458,@ Wt 0.842 kg/Rmt ) with 5 mm thick
Transparent tinted float glass fixed to alluminium strip blade fixed or
adjestable louvers ventilation including all required materials, fixtures,
fastenning, labours and equipments as per detailed drawing as directed.
For Ventilators V
43 Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing 93.00 Sqmt 1441.90
sheet fixed with hilti screw and rubber silicon sealer and alluminium strip
of size 50 x 3 mm etc complete as directed by Engineer in charge.
44 Providing and laying and fixing 50 mm thick expansion joint by hydro cell 19.60 Sqmt 1491.03
semi rigid UV resistance with high performance laminated closed cell
polythene foam joint filler in sheet foam as directed, etc. complete.
45 Applying and providing Expansion joint sealing System on 100 mm vide 19.60 Sqmt 4772.00
joint including cleaning of exansion joint by mechanical means provision
of adhesive and flexible membrane with required bond length as per
menufracturer specification and 4mm thick alluminium strip covering
with one side sloted and bolted with suitable system, inclusive of all
manpower, machinery and material as per specification and as directed.
46 Providing and filling the expansion joint by Thioflex 600 polymer or 19.60 Sqmt 515.39
equivalent confirm to BS 4254-1983 as per required shade and
manufactured specifi-cation by making groove of 50 mm x 12.5 mm
lather by cutting or by repairing groove and removing mortar drop or any
other foreign materials including applying primer and filling required size
(oversize of joint PU foam etc. complete.
47 Providing and fixing 25 cm Wide & 3mm thick exterior composite panel 19.60 Sqmt 1054.34
on existing expansion joint horizontally & vertically with all material,
hardware, acessories & fittings etc completed.
Rupees Seventy Four Lakh(s) Seventy Seven Thousand Six Hundred Twenty Seven And Paise Seventy Two Only
I/We am /are willing to carry out the work at…………% above/below percent (should be written in figures and words) at the
estimated rates mentioned above amount of my/your tender works out as under.
*Estimated Amount *Estimated Amount
put to Tender Rs. 7477627.72 put to Tender Rs.
Deduction …………….. % below………………… Add ………… % above Rs. …………….
The Credit Value of Dismentalled Materials of Amount Rs.26163.00 (Rupees Twenty Six Thousand
1 One Hundred Sixty Three Only) shall be recovered from the 1st Running Bill of the Contractor.
2 The Contractor shall exhibit a board with detailed specification and details of work as directed by
the Engineer-In-Charge for which no extra payment shall be made.
The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
4 GST and Income tax TDS will be deducted at a source while making payments of bills
5 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt.
G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in
R.C.C. items where there is a change as per actual mix design the cost of difference of cement
consumption have been deducted from the rate of original item at the rate of input rate
mentioned in all the tender.
6 GST will be paid extra as per Govt. amendment.
Signature of contractor Deputy Executive Engineer
Surat (R&B) Sub-Division No.
Executive Engineer
Surat (R&B) Division No.1
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