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Tender ID
Tender Value
₹23.4 L
EMD Value
₹24,000
Closing Date
4 Feb 2026, 6:00 pmClosed
Executive Engineer, panchayat, R & B Division, Surat.
PKG No.4/ /Bardoli/2025-26 1)PROPOSED CONSTRUCTION OF SCHOOL ROOMS AT TIMBARVA PRATHMIK SHALA ,TA :BARDOLI,DIST.SURAT
270286
28 of 2025-26
Open
Civil Works - Others
Works
Surat
5 documents required · 5 mandatory
₹900
Yes
Executive Engineer, panchayat R & B Division, surat
₹24,000
Yes
28 Jan 2026
28 Jan 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
Name of work :-
PKG No.4/ /Bardoli/2025-26 1)PROPOSED CONSTRUCTION OF SCHOOL ROOMS AT
TIMBARVA PRATHMIK SHALA ,TA :BARDOLI,DIST.SURAT
Memorandum showing items of works to be carried out
It. estimated but Item of work Estimated
In figures according to
No. may be more or
Rs. Ps. estimated
1 Excavation for foundation up to 1.5mt. Depth including sorting out and stacking
of useful materials and disposing of the excavated stuff up to 50 meter lead(A) 122.93
116.50 Cmt Loose or soft soil
2 Excavation for foundation upto 1.5 m to 3.0 m depth including sorting out and
stacking of useful materials and disposing off the excavated stuff upto 50 136.47
60.00 Cmt Meter lead. (A) Loose or soft soil
3 Filling available excavated earth (Including rock in trenches plinth, sides of
foundations etc. in layers not exceeding 20 cm. in depth consolidating each 136.91
deposited layer by ramming and watering)
4 Providing & Filling in Plinth with murrum or Yellow soil or selected soil in
layers of 20cm. thickness including watering ramming and consolidating etc. 301.77
5 Filling in plinth with sand under floors including watering ramming,
18.50 Cmt consolidating and dressing complete
6 Providing and laying cement concrete 1:2:4 (1-Cement : 2- Coarse sand : 4-
graded stone aggregate 20 mm nominal size) and curing complete excluding the 3923.85
cost of formwork in (A) Foundation,and plinth (A) PCC
7 Providing and laying controlled cement concrete M.250 and curing complete
inculding the cost of formwork but Excluding the cost of reinforcement for 4494.50
reinforced concrete work in foundation, footings base of column and mass
17.50 Cmt concrete. (A) Footing
8 Providing and laying controlled cement concrete M.250 and curing complete
inculding the cost of formwork but Excluding the cost of reinforcement for 8226.45
4.00 Cmt reinforced concrete work in All Types of Column D) Column, Pillers, posts and
9 struts , upto
Providing Plinth
and laying controlled cement concrete M.200 and curing complete
inculding the cost of formwork but Excluding the cost of reinforcement for 8191.10
reinforced concrete work in All Types of Column D) Column, Pillers, posts and
struts, upto Ground Floor
10 Providing and laying controlled cement concrete M.200 and curing complete
inculding the cost of formwork but Excluding the cost of reinforcement for 8232.05
1.50 Cmt reinforced concrete work in All Types of Column D) Column, Pillers, posts and
11 struts, uptoand
Providing First Floorcontrolled cement concrete M.250 and curing complete
inculding the cost of formwork but Excluding the cost of the cost of 6440.77
11.50 Cmt reinforcement for reinforced concrete work in Beams. (E) Beam, upto Plinth
12 Providing and laying controlled cement concrete M.200 and curing complete
inculding the cost of formwork but Excluding the cost of reinforcement for 6406.43
reinforced concrete work in All Types of Beams,(E) Beam, Ground Floor
13 Providing and laying controlled cement concrete M.200 and curing complete
inculding the cost of formwork but Excluding the cost of reinforcement for 6351.89
14.50 Cmt reinforced concrete work in All Types of Slab,All Thickness (C) Slab upto Plinth
Providing Floor
and laying controlled cement concrete M.200 and curing complete
inculding the cost of formwork but Excluding the cost of reinforcement for 6758.92
reinforced concrete work in All Thickness in Walls PARDI Ground Floor
15 Providing and laying cement concrete (M 200) and curing complete including the
cost of form work but including the Cost of reinforcement for reinforced concrete 5949.91
1.50 Cmt work in Lintel in Ground Floor
16 Providing and laying cement concrete (M 200) and curing complete including the
cost of form work but including the Cost of reinforcement for reinforced concrete 5738.82
2.00 Cmt work in Chajja.Upto Ground Floor
17 Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. work
including binding, bending and placing in position complete upto floor two level 77.32
8658.50 Kgs. ,Ground Floor, First Floor , Second Floor, Third Floor, Terrace Floor (all floor).
18 Applying general insecticide pest control treatment to floors, cupboards etc
including labour material etc. complete. Using Heptachloride 20 EC. As Per 91.62
123.00 Sqm 6113_pests Consentration Weight 0.50 percent is recommended one litre
19 chemical emulsion
Brick work dillute with
using common 3 clay building brick having crushing strength not
less than 35 kg/sq. cm. in Foundation And Plinth in cement mortar 1:6 ( 1 4214.32
10.00 Cmt Cement: 6 fine sand) (B) Convention for Ground Floor upto Pinth
20 Brick work using common brunt clay building bricks having crushing strength not
less than 35 kg/sqcm. in superstructure above plinth level upto floor two level in 4503.04
cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B) Conventional Ground
21 Brick work using pressed common burnt clay building brick having crushing
strengBrick work using common brunt clay building bricks having crushing
strength not less than 35 kg/sqcm. in superstructure above plinth level upto floor 4545.16
two level in cement mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)
9.00 cmt Conventional First Floor
22 Providing and fixing window having extruded aluminum Colour anodized section
frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal
Three track member size 92mm x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical
member of size 92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding
shutters of horizontal member size 40 mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, 1583.95
vertical member of size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with
mm thick transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame
11.25 Smt. as per details etc
23 Providing and fixing M.S. grill of required pattern of windows etc. with M.S..
flats at required spacing and frame alround square or round headed bolts and nuts 117.16
or by screws.including applying a priming coat of red lead paint and two coats of
24 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of
single or half brick walls for interior plastering upto floor two level and finished 161.19
226.50 Smt. even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) Ground Floor
25 Providing and fixing 37 mm thick flush door both sides laminated andshutter
fabricated from 35 mm thick solid core malemine faced three layered pre 3767.30
5.50 Smt. laminated flat pressed wood based exterior grade bonded BWP/BWR synthetic
26 resin having
Providing stamped
15mm thickIScement
gra in single coat on Rough (Similar)side of
single or half brick walls for interior plastering upto floor two level and finished 185.75
38.00 Smt. even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) First Floor
27 Providing & laying10 mm. thick cement plaster in single coat on fair side of
ceilings for interior plastering upto floor two level and finishing with smooth 148.31
113.50 Smt. mala plaster.(i) Cement mortar 1:4 (1 cement : 4 sand) Ground Floor
28 20mm thick sand faced cement plaster on walls upto height 10 metres above
ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3- 315.68
187.50 Rmt sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.
Providing Floor to
throating or plaster drip and moulding to R.C.C. Chhajja.
30 Providing 20 mm deep finished groove in plaster in line and level etc. Comp. For
24.00 Rmt all Floor
31 Provaiding and laying Granite Slab 18mm Thick in Floorung laid 20mm thick
Cement Mortar 1:4-(1-Cement:4-Coarse Sand) and jointed with grey Cement 2377.54
Slurry including full molded Round Front edges,rubbing and polishing
32 Provaiding and laying Granite Slab 18mm Thick in Risers of steps Dedo,window
sill,jembs and pillars laid 10 mm thick cement Mortar 1:4 (1-Cement:4-Coarse
Sand) and jointed with grey Cement Slurry including full molded Round
40.00 Smt. edges,rubbing and polishing etc.complete.
33 Providing & applying single coat of textured at external surface at all floor levels
with three coats of weather proof cement exterior paint of approved standard
brands make at outer side of the building on RCC or Masonary walls. Rate to
include for all labour, materials, staging, scaffolding, cleaing, curing etc.
application of texture after throughly brushing th`e surface to give an even shade
free from mortar dropping/other foreign matter etc. complete. application of 546.41
textures & paints must be as per company's standard instructions. Texture and
colour selection as per approved by engineer in charge.(It is recommended to use
low voc paints rated by IGBC),Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats) to give an required shape even shade
187.50 Smt. after thoroughly brushing the surface to remove all dirt, and remains of loose
34 Applying priming coat over new steel and other metel surface after and including
preparing the surface by throughly cleaning, oil,grease, dirt and other foreign
matter and scoured with brushes fine steel wood, scrapers and sand paper with
ready mixed priming paint brushing red lead. and Painting two coats (excluding 128.62
priming coat) on new steel and other metal surface with enamel paint, brushing,
interior to give an even shade including cleaning the surface an even shade
including cleanicn the surface of all dirt, dust and other foreign matter.
35 Steel work welded in built up sections, framed work including cutting, hoisting,
fixing in position and applying a priming coat of red lead paint :-
(A) In beams and joints channels angles, column, tees, flats with connecting 9108.48
1.01 Quintal plates or angle cleats as in
36 Providing and fixing in position callapsible steel shutters with vertical channels
x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and bottom 6078.18
3.50 Smt. rails of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete with bolts,
37 nuts, lockiand laying integral cement based water proofing treatment including
preparation of surface as required for treatment of roofs, balconies, terraces etc.
consisting of following operations.
(a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of
cement admixed with proprietary water proofing compound comforming to
IS:2645 over the R.C.C. slab including cleaning the surface before tratment.
(b) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size
with 50% of cement mortar 1:5 (1 Cement : 5 Coarse sand) admixed with
proprietary water proofing compound conforming to IS:2645
,brick bats is finally covered by jointless cement plaster 20mm th. in C.M. 1:4
added with special water proofing compound confirming to IS:2645 & top smooth
finished with trowel with false chequered marking of 300 mm.size.The treatment
is carried along the vertical surface of the parapet & other adjoining wall up to 880.72
height of about 300 mm in a shape of quarter round vata Incl. curing etc. Comp.
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
(c) The whole terrace so finished shall be flooded with water for a minimum
period of two weeks for curing and for final test. All above operations to be down
in order and as directed and specified by the engineer-in-charge. With average
thickness of 120 mm and minimum thickness at khurra as 65 mm. (Cement
consumption 0.511 Bags / S.M.) NOTE :- (1) The whole work is to be executed
through specialized agency
with a guarantee of 10 (Ten) years given on a prescribed proforma duly stamped
(2) The rate shall include for work at all floors & conducting water proof
test as directed. Unit Rate of 1 Sq.Mt.
38 Providing and laying Double Charge Vitrified tiles 8 to 10 mm thick , 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 cement. add
99.00 Smt. rs 200 for double charge tiles
39 Providing and laying Double Charge Vitrified tiles 8 to 10 mm thick , 24'' x 24''
in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- 1397.02
8.00 Smt. coarse sand) and jointed with white cement slurry add rs 200 for double charge
Providing and laying broken chine mosaic flooring for terrace using
mm to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to 779.69
113.50 Smt. plain or slope and to be tempered to bring mortar creme out upto surface
Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or
equivalent & two coats of primer of approved brand and manufacture on new wall
surface,Ceiling surface to give an even shade including thoroughly brushing the 40.59
378.00 Smt. surface free from mortar dropping and other foreign matter and sand papered
42 Wall painting (two coats) with plastic emulsion paint of approved brand and
manufacture on undecorated wall surface,Ceiling surface to give an even shade 84.35
including throughly brushing the surface free from mortar droppings and other
foreign matter and sand papered smooth.
43 Providing, laying and jointing in true line and level 110mm diametre U.P.V.C
(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 110 mm 878.56
diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center or
shall be concealed in walls as directed including necessary fittings such as bends,
8.00 Rmt shoes etc. including testing of pipes and joints and jointed with adhesive solvent
cement including cost of all materials.
Rs. Twenty Three Lack Thirty Nine Thousand Three Hundred Fourteen and Paise Fourty Two Only.
I/We am/are willing to carry out the work at ________________ % above/below ( percent should be written in figures and in
words ) of the estimated rates mentioned above. Amount of my/our tender works out as under.
*Estimated amount 2339314.40 *Estimated amount
put to tender Rs. __ put to tender Rs. __
Deduct ____ % below Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
Note 1:- All Works shall be carried out as per Public Work Department Handbook and other specification of Division or as Directed.
Note 2 :- All the columns Is Schedule Should be filled in ink and the total of the entries in the last column should be struck by the contractor un
Note 3:- Rates Quated include clearance of site (prior commencement of work and at its close) in all respect and hold good for work under all
Note 4:- to be continued on additional sheets , if found necessary.
Note 5:- The above Schedule Rates are Excluded GST.
Signature of Bidder
Deputy Executive Engineer Executive Engineer
Panchayat (R&B) Sub Division Panchayat (R&B) Division
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3.Cement Standards -11-05-17 GR 2 Side.pdf
4.Tender Negotiation.pdf
5.Laboratory GR.pdf
6.GST GR.pdf
7.Steel Lap.pdf
11. Other GR.pdf
8.Clause 47 48.pdf
14 Building Booklet civil.pdf
Cement consumption gr.pdf
GST GR 1.pdf
Inspection 1.pdf
Laboratory GR 1.pdf
Steel Lap 1.pdf
5.GR.pdf
4.0 tender booklet.pdf
GR.pdf
Final GR and Special Attention To Tender.pdf
3.0 FINAL timberva prathmikshala SBD.pdf
04-Building-Specification Book.pdf
Building Test schedule.pdf
Copy of BOQ Timberva prathmikshla.1.pdf
timberva pratmikshala room Specification - 1.pdf
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