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PROJECT REPORT ON CONSTRUCTION OF WAREHOUSE / GODOWN OF CAPACITY 10000MT AT CSF, SURATGARH, ON NATIONAL HIGHWAY NO. 15 ALONGWITH BOUNDARY WALL, KHARANJA ROAD, OFFICE,
SECURITY GUARD POST ETC.
TENDER COST: RS. 5000/-
STATE FARMS CORPORATION OF INDIA LIMITED (A Government of India Undertaking)
14-15, “FARM BHAWAN” NEHRU PLACE, NEWDELHI-110019
Central State Farm, Suratgarh �- 01509-220084, 220068 (Office) �-Fax: 01509- 223877 (Office)
e-mail:[email protected] Website- www.sfci.nic.in
No. CSF/SOG/4-1(74)/2011-12 Dated 13.01.2012
TENDER NOTICE
1. The Central State Farm, Suratgarh invites bids for the construction of works detailed in the table given in para-7 here in after. The bidders may submit bids for any or all of the works.
2 .Bidding is open to all eligible bidders meeting the eligibility criteria as defined in clause No. 3.5 of instructions to Bidders should, however, be registered with Central Govt./State Govt. or Central/State Undertakings, Bidders are advised to note the minimum qualification criteria specified in clause 4 of the instructions to bidders to qualify for the award of the contract.
3. Bidding documents (and additional copies) may be purchased from the office of the Manager Engineerig (Civil) from 15.01.2012 to 04.02.2012 during office hours for a non-refundable fee as indicated; in the form of cash or Demand Draft on any scheduled bank payable at SURATGARH (Raj.) in favour of STATE FARMS CORPORATION OF INDIA LTD.
Interested bidders may obtain further information at the same address. Bidding documents requested by mail will be dispatched by Registered/speed post on payment of an extra amount of Rs. 100/- (Rupees one hundred only). The Management will not be held responsible for the postal delay if any, in the delivery of the documents of non receipt of the same.
4. Bids must be accompanied by security amount specified for the work in the table below, payable at SURATGARH
(Raj.) drawn in favour of STATE FARMS CORPORATION OF INDIA LTD. Bid security will have to be in any one of the forms as specified in the bidding documents and shall have to be valid for 28 days beyond the validity of the bid.
5. Bids must be delivered to the DIRECTOR, CENTRAL STATE FARM, SURATGARH – 335804 on or before 1100
hours on 06.02.2012 and technical bid will be opened on the same day at 1200 hours and Financial bid will be opened at 1500 hours in the presence of the bidders who wish to attend. If the office happens to be closed on the date of receipt of the bids as specified the bids will be received and opened on the next working day at the same time and venue.
(A Govt. of India Undertaking)
Central State Farm, Suratgarh Distt. Sri Ganganagar (Raj.)
�- 01509-220084, 220006, 220309 (Office) Fax: 01509- 223877 (Office)
6. A pre bid meeting will be held on 04.02.2012 at 1700 hours at the office of MANAGER ENGINEERING (CIVIL)TO
CLARIFY THE ISSUES AND TO ANSWER QUESTIONS ON ANY MATTER THAT MAY BE RAISED AT THAT STAGE AS STATED IN clause 9.2 of Instructions to Bidders of the Bidding documents.
7. Other details can be seen in the bidding documents.
Sr. No.
Name of Work Approximate value of work
Bid security
Cost of documents
(In Rs.) Period of completion
Rs. (in Lacs.)
1. (i)Construction of seed godown size 21.80mtr.x 125.5Mtr. , (ii) Construction of main gate, (iii)Construction of weigh bridge and office, (iv) Construction of Kharanja road for an area of 27.25 acre between the Godown . (v) Construction of boundary wall for 27.25 acre area
400.00
12.00
5000
180 days
Note:
1. Cement will be provided by farm and tender rate will be without cement. 2. Number of Godown may increase or decrease. 3. No time extension will be given for execution of work. 4. Canal water is to be used for construction work.
Manager (Engg. Civil) For Director
STATE FARMS CORPORATION OF INDIA
(A Govt Of India Undertaking)
CENTRAL STATE FARM; SURATGARH-335804 (Raj.)
Name of Work =Construction of Godown (Size. 21.80x125.50 M C/C) two no. at CSF, Suratgarh Near N.H. 15
G. SCHEDULE Rates are without cement
Sl.n
o.
Ref. BSR
PWD,
2009
Description Qty. Rate Amount
1. B-2,1.8 Earth work in excavation in foundation trenches or drains including dressing of
sides and ramming of bottoms ,lift up to 1.5 Mtr. including taking out the
excavated soil and depositing and refilling of jhiri with watering and ramming
and disposal surplus excavated soil as directed with in a lead of 50 mtr. In all
kind of soil
502.59
Cum
103.00 51766.77
2. B-14
3.2.7 Providing and laying in position cement concrete including curing ,compaction
etc. of specified grade excluding the cost of centering and shuttering ,all work
up to plinth level. In 1:4:8 (1 cement :4 coarse sand :8 graded stone
aggregate 40 mm nominal size.)
96.87
Cum
1490.00 144336.30
3. B-30
5.1.7 Brick masonry in foundation and plinth with bricks of class designation 75 in
cement mortar 1:6 (1 cement :6 coarse sand)
332.01
Cum
1620.00
537856.20
4 B-166
15.2.2 Providing and laying damp ,proof course with cement concrete grade M-150
(1:2:4)mortar prepared with 1% solution of water proof compound including 2
course of hot blown bitumen (2 Kg per Sqm)complete as per specification with
glass strip 3mm thick at a distance of 1 interval 50 mm thick.
29.44
Sqm
113.40
3338.50
5 B-9
1.39 Providing and injection Chlopyrifous Emulsifiable concentrate 20% with 1%
concentrate for PRE-CONCTRUCTIONAL. Ant termite as per treatment as per
IS 6313 part III as amended from time to time and creating a continuous
chemical barrier under and around the column pits, wall trenches, basement
excavation, top surface of plinth filling, junction of wall and floor along the
external perimeter of building expansion joints over the top surface of
consolidated earth of which apron in to be laid surrounding of pipes and
conduits etc. complete as per specifications ( Plinth floor area only shall be
measured for payment.)
Heptachlor E.C. 20 % with 10 % concentration.
1953.13
Sqm
358.00
699184.74
6. B-10
1.41 Filling local sand in trenches ,plinth ,sides of foundation under floor etc. in
layers not exceeding 20 Cm in depth consolidating each deposited layer by
ramming and watering including all leads and lifts.
2247.28
Cum
77.00
173040.56
7. B-18
4.2.3 Reinforced cement concrete work in walls (any thickness) including attached
pilasters, buttresses ,plinth and string courses, fillets ,columns ,pillars, piers
,abutments, posts, and struts etc. up to floor three level including curing
,compaction, finishing with rendering in cement sand mortar 1:3(1 cement:3
coarse sand) and making good the joints excluding cost of centering shuttering
and reinforcement .In 1:2:4 (1 cement : 2 coarse sand :4 graded stone
aggregate 20mm nominal size)
99.33
Cum
1659.20
164808.34
8. B-19
4.3.1 Reinforced Cement concrete work in beams ,suspended floors, roofs girders
having slops up to 15 D landings ,balconies ,shelves ,chhajjas, lintels ,bends
,plain windows sills ,stair cases and spiral stair cases up floor three level
including curing, compaction, finishing with rendering in cement sand mortar
1:3(1 cement : 3 coarse sand )and making good the joints excluding the cost
of centering, shuttering and reinforcement . with 1:1.5:3 ( 1 cement : 1.5
coarse sand : 3 graded stone aggregate 20mm nominal size.
160.17
Cum
1712.00
274211.04
9 B-22
4.13.2 Providing and fabricating reinforcement for R.C.C .work including straightening,
cutting, bending, placing in position and binding (Including cost of binding wire
) all complete up to floor three level. Cold twisted deformed bars ( IS:1786 )
29252
kg
45.00
1316340.00
10.(
a
B-20
4.11 Centering and shuttering with plywood or steel sheets including shuttering,
propping pressing both ways and removal of form work for foundation in
basements rafts ,footing ,traps beams ,basis of columns etc.up to plinth level.
837.68
Sqm
75.00
62826.00
10
(b)
B-21
4.12.2 Suspended floors, roofs, landings stair cases ,balconies, girders ,cantilevers
,bands, coping bed plates, anchor blocks ,sills ,chhajjas , lintel ,beam etc.
999.14
Sqm
137.00
136882.18
11. B-30
5.1.7
5.2
Brick masonry in super structure with bricks of class designation 75 in cement
mortar 1:6 ( 1 cement :6 coarse sand )
518.02
Cum
1763.00
913269.26
12(a) B-97
9.28.1 Providing and fixing steel gate grating and grills made or angels ,tees, square
bars or other flats black pipe with holdfast and fittings complete as per design
3000 kg.
58.00
174000.00
and drawing including cutting welding and fabrication with priming coat of red
oxide (12 No.)
12(b 9.28.3 -do- -do-Window 44 No
1320.kg
58.00
76560.00
12(c) 9.28.4 -do- -do- Ventilator 56 No
1680kg
58.00
97440.00
13. 4.7.2(A)
P-26 WBM Grading 2 (BSR for rural roads 2010)
Providing, laying, spreading and compacting stone aggregates of specific sizes
to water bound macadam specification including spreading in uniform thickness
,hand packing , rolling with smooth wheel roller 80-100 kN in stages to proper
grade and camber, applying and brooming, stone screening /binding materials
to fill-up the interstices of coarse aggregate , watering and compacting to the
required density grading 2 as per Technical Specification Clause-405. for lead
Of Ballast up to 20 Kms and all leads of screening ,Binding Material and water
(Compacted thick ness as specified to be measured.
By Manual Means
808.19
cum
698.00
564116.60
14. B-136
12.9.2 Plaster on new surface on walls in cement sand mortar 1:6 including racking of
joints etc complete fine finished 20mm thick.
1986.40
Sqm
56.80
112827.52
15. B-136 Plaster on new surface on walls in cement sand mortar 1:6 including racking of
joints etc complete fine finished 12mm thick.
1682.40
Sqm
37.80
63594.72
16. B-142
12.44.1 White washing with lime to give an even shade including all scaffolding new
work (3or more coats)
1682.40
Sqm
5.60
9421.44
17. B-143
12.47.1 Color washing of all shads to give an even shad including all scaffolding new
work ( 2 or more coats.) with a basecoat of white washing with lime
1986.40
Sqm
7.30
14500.72
18. B-130
11.40.3 35mm thick Rough Chiesel dressed stone flooring of approved shade set in
pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand
) and jointed with cement sand mortar 1:3 complete in all respects.
KOTA STONE (more than 3000 sq cm)
2956.3o
sqm
275.80
815347.54
19. Providing and laying damp-proof course 50mm Thick with cement concrete 1:2:4(1
Cement:2 coarse sand :4 graded stone
aggregate 20mm nominal size)
202.00 Sqm
178.05
35966.10
20. Applying a coat of residual petroleum bitumen
of penetration 80/100 of approved quality
using 1.7 kg per square meter on damp proof
course after cleaning the surface with brushes
and finally with a piece of cloth lightly soaked
in kerosene.
202.00 Sqm
58.60
11837.20
21. Making plinth protection 50mm thick of cement
concrete 1:3:6 ( 1 Cement : 3 coarse sand : 6
graded stone aggregate 20mm nominal size)
over 75mm bed of dry brick ballast 40mm
nominal size well rammed and consolidated and
grouted with fine sand including finishing the
top smooth.
86.00 Sqm
222.65
19147.90
22. Painting with synthetic enamel paint of
approved brand and manufacture to give an
even shade. a) Two or more coats on new work.
282.92
35.35
10001.00
Sub-Total (A)
6482610.63
ELECTRICAL WORKS
1 Supplying and fixing of following sizes of steel
conduit along wih accessories in surface/recess
including painting in case of surface conduit, or
cutting the wall and making good the same in
case of recessed conduit as required. 25mm
990.00 Mtr.
86.00
85140.00
02 Supplying and drawing following sizes of FR
PVC insulated copper conductor,single core
cable in the existing surface/recessed steel /
PVC conduit as required. a) 3x1.5 sqmm
b) 4x1.5sqmm
c) 5x1.5sqmm
d) 6x1.5sqmm
e) 7x1.5sqmm
f) 8x1.5sqmm
g) 3x2.5sqmm
h) 6x2.5sqmm
i) 3x4sqmm
240
133
102
133
31
47
114
30
160
Mtr.
Mtr.
Mtr.
Mtr
Mtr.
Mtr.
Mtr.
Mtr.
Mtr.
32.00
38.00
45.00
52.00
58.00
65.00
43.00
73.00
58.00
7680.00
5054.00
4590.00
6916.00
1798.00
3055.00
4902.00
2190.00
9280.00
03. Supplying and fixing 12/13 mm flexible metal
conduit including connection, painting etc. on
surface/recessed as per direction of Engneer-
in-charge.
80.00 Mtr.
30.0
2400.00
04 Supplying of aluminum conductor PVC insulted,
PVC sheet/XLPE inner sheathed flat steel
armored power cable of 1.1KV grade
conforming to IS: 1554 (Part-I ) 1988 or latest
amended following sizes etc. Make-
Havells/NICCO/POLYCAB a) 4x25sqmm
80.00 Mtr
230.00
33350.00
05 Laying and fixing of one number PVC insulted
and PVC sheathed /XLPC aluminium conductor
cable of 1.1 K.V. grade of size not exceeding 25
sqmm on surface as required.
20.00 Mtr
31.00
620.00
06 Lying of one number PVC insulated and PVC
sheathed /XLPE power cabale of 1.1 KV grade
of size not exceeding 25 sq mm in the existing
RCC/ HUME/STONEWARE/METAL pipe as
required .
125.00 Mtr.
15.00
1875.00 07 Providing and fixing G.I. pipes complete with
G.I. fitting including trenching and refilling etc
(external work) a) 80mm dia nominal bore.
125.00 Mtr
458.15
57268.75 08.
Fabrication and installation of following size of
M.S. cable tray including horizontal and vertical
bends reducer, tees. Cross members and other
accessories and including painting with powder
coating etc as required.
4.00 Mtr.
279.00
1116.00
09. Supplying and making end termination with brass compression
gland and aluminum lugs for following size of PVC insulated and
PVC sheathed / XLPE aluminum conductor cable of 1.1 KV grade
as required. a) 100mm width x 50mm depth x 1.6mm deep.
4.00
Each
137.00
548.00
10. Supplying and fixing cable route marker with 10cm x 10 cm
x5mm thick G.I. plate with inscription there on . bolts/welded to
35mm x35mm x6mm angle iron,60cm long and fixing the same
in ground as required.
12.00
Each
157.00
1884.00
11 Supplying f 1x28watt T-5 lamp luminaire, prewired withy
electronic choke,and ,T-5 28 W lamp having powder coated
CRCA M.S. Box complete with all accessories as required. Make
Surya 0UNIARY-Cat/Sub 128 t-5 EB-1/P-3/Crompton cat ref T-5
RSF 28E /or equivalent in Bajaj. 50.00 Each 1133.00 56650.00
12. Installation ,testing and commissioning of prewired, fluorescent
fitting / compact fluorescent fitting lf all types ,complete with all
accessories and tube etc. directly on ceiling/wall/truss, including
connection with 1.5sqmm FR PVC insulated, copper conductor
,single core cable and earthing etc as required.
50.00
Each
43.00
2150.00 13. Supplying and fixing 3 pin,5 amp. Ceiling rose on the existing
junction box /wooden block including connection etc as required.
60.00
Each
19.00
1140.00 14. Supplying and fixing 20AMPS,240Volts, SPN industrial type
Socket outlet, with 2 pole & Earth metal enclosed plug top along
with 20AMPS-‘ C’ series SPMCB , in sheet steel enclosure on
surface or in recess, with chained metal cover for socket outlet
and complete with connection testing & commission etc as
required.
6.00
Each
520.00
3120.00 15. Supplying ,installation, testing and commissioning of 2’-4x24
W.T-5 street light luminaire on existing G.I. bracket on wall,
prewired with electronic choke,4 nos-2’-4x24 W.T-5
lamp.Alumium housing ,anodized reflector,rubber gasket
conforming to IP -65 protection wiring with 3x1.5 sq m PVC
insulated copper conductor cable,complete with all accessories,
Make P.C. -530579 424DD/Cromption car rf T-5 SHO424EB.
8.00
Each
7676.00
122816.00
16. Supplying and fixing GI pipe bracket on wall, suitable for fixing above
street light made out of 40mm OD B-class GI pipe up to 2.00 meter
length along with 2 sets suitable clamps, nut bolts, including bending
the shape, smoke gray painted with primer etc as required.
8.00
Each
750.00
12000.00 17. Supplying and fixing following way, three pole and neutral ,
prewired, sheet steel, MCB distribution board, 415 volts, on
surface/recess, complete with loose wire box, terminal blocks,
duly prewired with suitable size FR PVC insulated copper
conductor up to terminal blocks, tinned copper busbar ,neutral
link earth bar, din bar, detachable gland plate interconnections,
phosphatized and powder painted including earthing etc as
required. (But without MBC/RCCB/Isolator ) 4 way (4+12)
double door.
2 Nos
Each
5395.00
10790.00 18. Supplying and fixing following way, single pole and neutral,
prewired , sheet steel, MBC distribution board, 240 bolts, on
furface/recess, complete with loose wire box, terminal blocks,
duly prewired with suitable size FR PVC insulated copper
conductor up to terminal blocks, tinned copper busbar, neutral
link, earth bar, din bar, detachable gland plae, interconnections,
phosphatized and powder painted including earthing etc as
required (But without MCB/RCCB/Isolator) a) 2+8 way ,Double Door
b) 2+12 way , Double Door
3.00
6.00
Each
Each
3024.00
3959.00
18144.00
47508.00 19. Supplying and fixing following way , single pole, neutral, sheet
steel, MCB distribution board, 240 bolts, on surface/recess,
complete with tinned copper busbar, neutral busbar, earth bar,
din bar, detachable gland plate, interconnections, phosphatized
and powder painted including earthing etc as required. (But
without MCB/RCCB/Isolator) a) 8 way , Double Door
6 nos
Each
709.00
4254.00
20. Supplying and fixing following rating, four pole, 415 volts,
isolator in the existing MCB DB complete with connections,
testing and commissioning etc as required. a) 63amps
4 nos
Each
362.00
1448.00 21. Supplying and fixing following rating, double pole, 240volts,
isolator in the existing MCB DB complete with connections,
testing and commissioning etc as required. a) 32amps
12 nos
Each
166.00
1992.00 22. Supplying and fixing 5 amps to 32 amps rating, 240 volts, ‘B’ series, miniature
circuit breaker, suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc as required. a) Single pole
288.00
Each
86.00
24768.00
23. Providing and fixing M.V. danger notice plate of 200 mm x 150mm,made of mild steel at least 2mm thick and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
4 nos
Each
68.00
272.00
24. Supplying and fixing of asymmetrical beam integrate flood light luminaire aluminum housing with gray powder coated, aluminum reflector hear registrant toughened clear glass cover suitable for 150 watt HPSV,T lamp with control gear box pole/wall mounting, boxed prewired with ballast power factor correction capacitor fuse and main connector, ignitor suitable for 150 watts HPSV flood light and supplying and fixing 150 watts HPSV, T lamp etc. as per direction of Engineer –in-charge and supplying and fixing suitable angle iron frame fixing on wall/top Corner of godown. Make : Bajaj BGE MF-150 SV (T)/Crompton-FAD-121517 or equivalent in Surya/ Philips.
2.00
Each
7680.00
15360.00
25. Earthing with G.I. earth pipe 4.5 meter long, 40mm dia including accessories and providing masonry enclosure with cover plate having lacking arrangement and watering pipe etc. ( But without charcoal or coke and salt) as required.
2.00
Set
1496.00
2992.00
26. Extra for using salt and charcoal for pipe earth electrode as required. 2.00
Set
475.00
950.00
27. Providing and laying earth connection for earth electrode with 6 SWG dia G.I. wire in 15mm dia G.I. pipe from earth electrode as required.
30.00
Mtr
86.00
2580.00
Sub- Total (B) 558600.75
Sub-total (A+B) 6482610.63+ 558600.75 7041211.38
For two numbers godown Rs.1,40,82,422.76
Note:- 1) Quantity and Nos. may increase or decrease. 2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates. 3) Canal water is to be used for construction work 4.) The rates are without cement. The cement will be provided by the Department from general store. 5) The quantities are for one and two nos. are proposed to be constructed.
Signature of Contractor With seal
STATE FARMS CORPORATION OF INDIA (A Govt. Of India Undertaking)
CENTRAL STATE FARM; SURATGARH-335804 (Raj.)
Name of Work =Construction of boundary wall for 27.25 acre area proposed for construction of Godown of 80000 MT capacity.
G. SCHEDULE
Rates are without cement
S.N
o
Ref.
BSR
PWD,
2009
Description Qty. Rate Amount
1.
2.
B-8
1.34.1
B-2,1.8
Surface dressing of the ground including
removing vegetation and inequalities not
exceeding 15 cm deep and disposal of
rubbish lead up to 50 Mtr and lift up to 1.5
Mtr.
All kind of soil
Earth work in excavation in foundation
trenches or drains including dressing of sides
and ramming of bottoms ,lift up to 1.5 Mtr.
including taking out the excavated soil and
depositing and refilling of jhiri with watering
and ramming and disposal surplus excavated
soil as directed with in a lead of 50 mtr. In all
kind of soil
4248.00 sqm
1146.96 cum
2.50
103.00
10620.00
118136.88
3.
B-14
3.2.7
Providing and laying in position cement
concrete including curing, compaction etc. of
specified grade excluding the cost of
centering and shuttering ,all work up to plinth
level. In 1:4:8 (1 cement: 4 coarse sand: 8
graded stone aggregate 40 mm nominal
size.)
159.30 cum
1490.00
237357.00
4.
B-30
5.1.7
Brick masonary in foundation and plinth with
bricks of class designation 75 in cement
mortar 1:6 (1 cement :6 coarse sand)
1. Foundation
146.56
121.07
97.70
148.68
514.00 cum
1620
832680.00
5. B-30
5.2 Brick masonry in foundation and plinth with
bricks of class designation 75 in cement
mortar 1:6 (1 cement :6 coarse sand)
Add extra over item no. 5.1 for brick work in
super structure up to 3rd storey.
651.36cum
1763.00
1148347.68
6.
Half brick masonry in foundation and plinth
using bricks of designation 75 in cement
mortar 1:6( 1 cement 6 course sand
Ref: 5.8.4,B-31
330.40 sqm
237.20
78370.88
7 B-166
15.2.3 Providing and laying damp, proof course with
cement concrete grade M-150 (1:2:4)mortar
prepared with 1% solution of water proof
compound including 2 course of hot blown
bitumen (2 Kg per Sqm)complete as per
specification with glass strip 3mm thick at a
distance of 1 interval 75 mm thick.
D.P.C.
295.60 Sqm
113.40
33521.04
8. B-18
4.2.3 Reinforced cement concrete work in walls
(any thickness) including attached pilasters,
buttresses ,plinth and string courses, fillets
,columns ,pillars, piers ,abutments, posts,
and struts etc. up to floor three level
including curing ,compaction, finishing with
rendering in cement sand mortar 1:3(1
cement:3 coarse sand) and making good the
joints excluding cost of centering shuttering
and reinforcement .In 1:2:4 (1 cement : 2
coarse sand :4 graded stone aggregate
20mm nominal size)
RCC on Top of wall
48.85 cum
1659.20
81051.92
9. B-22
4.13.2 Providing and fabricating reinforcement for
R.C.C .work including straightening, cutting,
bending, placing in position and binding
(Including cost of binding wire ) all complete
up to floor three level. Cold twisted deformed
bars ( IS:1786
Cold twisted deformed bars IS:1786
Steel 1.7 % of 45.85 cum
4885 kg
45.00
219825.00
10 B-103
9.56
9.60
150 cm high fencing with angle iron 50x50x6mm
placed at every three meter apart 30cm in ground
embedded in cement concrete 1:3:6
(30x30x45cm) corner and every tenth post to be
structed with 50x50x6mm angle iron provided with
6 horizontal lines and two diagonals of black
barbed wire between two posts fitted and fixed
with G.I. staples including earth work in
excavation etc complete .
Add or deduct for additional or less higher per 10
cm on item no. 9.55 to 9.58
1416.
mtr
142.00
201072.00
11. B-136
12.9.2 Plaster on new surface on walls in cement sand
mortar 1:6 including racking of joints etc complete
fine finished 20mm thick.
Inner
3256.80
56.80
184986.24
12. B-136 Plaster on new surface on walls in cement sand
mortar 1:6 including racking of joints etc complete
fine finished 12mm thick.
Outer side
Total
3256.80
46.60
151766.88
13
B-142
12.44.1
White washing with lime to give an even shade
including all scaffolding new work (3or more
coats). Both face of wall
6513.60 Sqm
5.60
36476.16
14. B-143
12.47.1 Color washing of all shads to give an even shad
including all scaffolding new work (2 or more
coats.) with a basecoat of white washing with
lime. Both face of pillar
759.92 Sqm
7.30
5547.42
Sub-total 3339759.10
1) Quantity and Nos. may increase or decrease. 2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates. 3) Canal water is to be used for construction work 4.) The rates are without cement .The cement will be provided by the Department from the general stores.
Signature of Contractor With seal
STATE FARMS CORPORATION OF INDIA
(A Govt. Of India Undertaking)
CENTRAL STATE FARM; SURATGARH-335804 (Raj.)
Name of Work =Construction of Kharanja road for an area of 27.25 acre between
the Godown of capacity 10000 MT
G.SCHEDULE Rates are without cement
S.No Ref. BSR
PWD, 2009
Description Qty. Rate Amount
1 B-8
1.34.1
Surface dressing of the ground including removing vegetation and in
equalities not exceeding 15 cm deep and disposal of rubbish lead up
to 50 Mtr and lift up to 1.5 Mtr all kind of soil.
13240 sqm
2.50
33100.00
2 B-10
1.41
Filling local sand in trenches ,plinth , side of foundation .under floor
etc. in layers not exceeding 20 cm in depth consolidating each
deposited layer by ramming and watering including all leads and lifts.
Under pitching
5958.00 cum
77.00
458766.00
3 B-32
5.17
Dry brick pitching in proper bond with bricks of class designation 75
1456.40
cum
1317
1918078.80
Total 2409944.80
Note:
1) Quantity and Nos. may increase or decrease. 2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates. 3) Canal water is to be used for construction work, if required. 4.) The rates are without cement .The cement will be provided by the Department.
Signature of Contractor With seal
STATE FARMS CORPORATION OF INDIA
(A Government of India Undertaking)
CENTRAL STATE FARM; SURATGARH-335804 (Raj.)
Construction of Weigh Bridge and office
G.SCHEDULE Rates are without cement
S.NO. Details Unit Qty. Rate Amount.
1.
B-2,1.8
Earth work in excavation in foundation trenches or drains
including dressing of sides and ramming of bottoms ,lift up
to 1.5 Mtr. including taking out the excavated soil and
depositing and refilling of Jhiri with watering and ramming
and disposal surplus excavated soil as directed with in a
lead of 50 mtr. in all kind of soil.
Earthwork in excavation in foundation trenches.
CUM 41.00 103.00 4223.00
2
B-14
3.2.7
Providing and laying in position cement concrete including
curing, compaction etc. of specified grade excluding the
cost of centering and shuttering ,all work up to plinth
level. In 1:4:8 (1 cement:4 coarse sand :8 graded stone
aggregate 40 mm nominal size.)
CUM 13.30 1490.00 19817.00
3.
B-30
5.1.7
Brick masonry in foundation and plinth with bricks of class
designation 75 in cement mortar 1:6
(1 cement :6 coarse sand)
Brick work in foundation.
CUM 28.50 1620.00 46170.00
4.
B-166
15.2.2
Providing and laying damp ,proof course with cement
concrete grade M-150 (1:2:4)mortar prepared with 1%
solution of water proof compound including 2 course of
hot blown bitumen (2 Kg per Sqm) complete as per
specification with glass strip 3mm thick at a distance of 1
interval 50 mm thick.
SQM 14.35 113.40 1627.29
5.
B-09
1.39
Providing and injection Chlopyrifous Emulsifiable
concentrate 20% with 1% concentrate for PRE-
CONCTRUCTIONAL. Ant termite as per treatment as per
IS 6313 part III as amended from time to time and
creating a continuous chemical barrier under and around
SQM 66.00 358.00 23628.00
the column pits, wall trenches, basement excavation, top
surface of plinth filling, junction of wall and floor along the
external perimeter of building expansion joints over the
top surface of consolidated earth of which apron in to be
laid surrounding of pipes and conduits etc. complete as
per specifications (Plinth floor area only shall be measured
for payment)
Heptachlor E.C. 20 % with 10 % concentration.
6.
B-10
1.41
Filling local sand in trenches ,plinth ,sides of foundation
under floor etc. in layers not exceeding 20 Cm in depth
consolidating each deposited layer by ramming and
watering including all leads and lifts.
CUM 49.50 77.00 3811.50
7.
B-18
4.3.1
Reinforced Cement concrete work in beams ,suspended
floors, roofs girders having slops up to 15 D landings,
balconies, shelves, chhajjas, lintels ,bends ,plain windows
sills ,stair cases and spiral stair cases up floor three level
including curing, compaction, finishing with rendering in
cement sand mortar 1:3 (1 cement : 3 coarse sand )and
making good the joints excluding the cost of centering,
shuttering and reinforcement with 1:1.5:3 (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20mm nominal
size.
CUM 19.71 1642.00 32363.82
8.
B-22
4.13.2
Providing and fabricating reinforcement for R.C.C .work
including straightening, cutting, bending, placing in
position and binding (Including cost of binding wire) all
complete up to floor three level. Cold twisted deformed
bars ( IS:1786 )
KGs 2365.00 45.00 106425.00
9
B-21
4.12.2
Centering and shuttering with plywood or steel sheet for
Suspended floors, roofs, landings stair cases, balconies,
girders, cantilevers, bands, coping bed plates, anchor
blocks, sills, chhajjas, lintel ,beam etc.
Sqm 140.35 137.00 19227.95
10.
B-30
5.1.7
Brick masonary in super structure with bricks of class
designation 75 in cement mortar 1:6 ( 1 cement :6 coarse
sand
CUM 29.86 1763.00 52643.18
11
B-97
9.28.1
Providing and fixing steel glazed doors windows and
ventilator with shutters of standard rolled steel section
joints mitered and welded with steel lugs 13x3 mm , 10
Cm long embedded in cement Concrete block
15x10x10cm. of 1:3:6 (1 cement : 3 coarse sand :6
graded stone aggregate 20mm nominal size ) or with
wooden plugs and screws or rawl plugs and screws with
fixing clips or with bolts and nuts as required including
SQM 13.32 1290.00 17182.80
providing and fixing of plain glass panes 4mm thick with
coper glazing clips and special metal beading with screws
complete including priming coat of approval steel primer,
excluding the cost of metal beading and other fitting
except
necessary hinges of pivots steel handles peg stay etc. as
required as per IS:1038 Doors.
12.
B-128
11.35.2C
Polished Blue kota stone flooring skirting , laid over 20mm
thick
base of C.M 1:4 and jointed with grey cement slurry to
match the shade of the slab including rubbingand polishing
complete.
SQM 66.72 490.80 32746.18
13
B-136
12.9.2
Plaster on new surface on walls in cement sand mortar 1:6
including racking of joints etc complete fine finished 20mm
thick.
SQM 140.08 56.80 7956.54
14.
B-136
12.9.3
Plaster on new surface on walls in cement sand mortar 1:6
including racking of joints etc complete fine finished 12mm
thick plaster on new surface 12mm thick.
SQM 99.76 46.60 4648.82
15.
B-142
12.44.1
White washing with lime to give an even shade including
all scaffolding new work (3 or more coats)
SQM 140.08 5.60 784.49
16
B-143
12.47.1
Color washing of all shads to give an even shad including
all scaffolding new work ( 2 or more coats.) with a
basecoat of white washing with lime
SQM 99.76 7.30 728.25
17 Enamel painting sqm 26.64 35.35 941.72
Total
374925.54
1) Quantity and Nos. may increase or decrease. 2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates. 3) Canal water is to be used for construction work 4.) The rates are without cement .The cement will be provided by the Department from general stores.
Signature of Contractor With seal
STATE FARMS CORPORATION OF INDIA
(A Govt. Of India Undertaking)
CENTRAL STATE FARM , SURATGARH
Construction of main gate & Security Post for godwon
G.SCHEDU LE Rates are without cement.
S.No Particulars Qty. Rate Amount.
1. Earth work in excavation in foundation trenches or drains
including dressing of sides and raming of bottom, lift up
to 1.5 mtr. Including taking out the excavated soil and
depositing and refilling of jhiri with watering & ramming
and disposal of surplus excavated soil as directed with in
lead of 50 mtr.
Ref: B-2(1.8)
13.93
CUM.
103/-
1434.79 2. Providing and laying in position cement
Concrete including curing,compaction etc. of specified
grade excluding the cost of centering and shutting –All
work up to plinth level.
1:4:8 (1 cement :4 coarse sand : 8 graded stone
aggregate 40mm nominal size.
Ref: 3.2.7 (B-14)
2.68
CUM.
1490.00
3993.20 3. Providing and laying in position cement
Concrete including curing ,compaction etc.of specified
grade excluding the cost of centering and shutting –All
work up to plinth level.
1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone
aggregate 20mm nominal size)
Ref: 3.2.2 (B-14)
7.69
CUM.
1479.00
11373.51
4. Providing and fabricating reinforcement for R.C.C. work
including straightening, cutting, bending cost of binding in
position and binding (including cost of binding wire) all
complete up to floor three level.
Cold twisted deformed bars (IS: 1786
Ref: 4.13,4.13.2( B-22)
951 kG
45.00
42795.00
5.
Providing and laying in position cement concrete including
curing, compaction etc. of specified grade excluding the
cost of centering and shuttering ,all work up to plinth
level. In 1:4:8 (1 cement: 4 coarse sand: 8 graded stone
aggregate 40 mm nominal size
From N.H 15 to main gate
64.00
CUM.
1490.00
95360.00 6.
Reinforced cement concrete work in walls (any thickness)
including attached pilasters, buttresses ,plinth and string
courses, fillets ,columns ,pillars, piers ,abutments, posts,
and struts etc. up to floor three level including curing
,compaction, finishing with rendering in cement sand
mortar 1:3(1 cement:3 coarse sand) and making good
the joints excluding cost of centering shuttering and
reinforcement .In 1:2:4 (1 cement : 2 coarse sand :4
graded stone aggregate 20mm nominal size)
16.00
CUM.
1659.20
26547.20
7. Brick masonary in foundation and plinth with bricks of
class designation 75in :
Cement mortar 1:6(1 cement : 6 coarse sand )
Add extra over item No.5 .1 for brick work in super
structure up to third storey.
ref:5.1,5.1.7,5.2 B-3
6.81
CUM.
1620.00
11032.20
8. Brick masonary in foundation and plinth with bricks of
class designation 75in :
Cement mortar 1:6(1 cement : 6 coarse sand )
Add extra over item No.5 .1 for brick work in super
structure up to third storey.
Ref:5.1,5.1.7 ( B-30)
9.55
CUM.
1763.00
16836.65 9. Plaster on new surface on walls i9n cement sand mortar
1:6 including racking of joint etc . complete fine finished:
12mm thick
144.24
SQM.
46.60
6721.58
10. Colour washing of all shades to give an even shade
including all scaffolding: New work (two or more coats)
with a base coat of white washing with lime.
Qty. as per item no.08 Ref: 12.47.1 B-143
144.24
SQM.
7.30
1052.95 10.A Providing and fixing steel gate grating and grills made or
angles, tees, square bars or other flats black pipe with
holdfast and fittings complete as per design and drawing
including cutting welding and fabrication with priming coat
of red oxide.
Add extra if square, rectangular hollow tubular sections
are used.
650 Kg
58.00
37700.00 10 B Providing and fixing M.S. sheet single leaf door shutter in
angle iron frame 35x35x5mm suitabilly diagonally braced
with 25x3mm flat iron above and below lock rail of size
40x5mm beading extra including two coats of anti –
corrosive red oxide primer paint.
M.S.Sheet 18 S.W.G.
Ref: 9.26,9.26.1 B-96
1.80
SQM.
1090
1962.00
10 C Providing and fixing steel glazed doors windows and
ventilator with shutters of standard rolled steel section
joints mitred and welded with steel lugs 13x3mm ,10 cm.
long embedded in cement concrete block 15x10x10cm. of
1:3:6 ( 1 cement: 3 coarse sand :6 graded stone
aggregate 20mm nominal size ) or with wooden plugs and
screws or rawl plugs and screws with fixing clips or with
bolts and nuts as required including providing and fixing
of plain glass panes 4mm thick with coper glazing clips
and special metal sash putty of approved make or metal
beading with screws complete including priming coat of
approval steel primer, excluding the cost of metal beading
and other fitting except necessary hinges of pivots steel
handles peg stay etc. as required as per IS: 1038.
2.16
SQM.
1225
2,646.00
Sub-Total 259455.08
1) Quantity and Nos. may increase or decrease. 2.) Any additional item will have to be executed at the rate of BSR 2009 in proportion to your rates. 3) Canal water is to be used for construction work 4.) The rates are without cement .The cement will be provided by the Department from general stores.
Signature of Contractor With seal
SUMMARY OF THE ABOVE WORKS FOR CONSTRUCTION PROJECT:
Sl. Description Schedule amount
1. Construction of Godown (Size. 21.80x125.50 M C/C) two nos. at CSF, Suratgarh Near N.H. 15 14082422.76
2. Construction of boundary wall for 27.25 acre area proposed for construction of Godown of 80000 MT capacity
3339759.10
3. Construction of Kharanja road for an area of 27.25 acre between the Godown of capacity 10000 MT
2409944.80
4. Construction of Weigh Bridge and office
374925.54
5. construction of main gate & Security Post for Godown
259455.08
Grand total 20466507.28
I/we hereby tender my/our rates……………………………percent) above the rates for works at serial no. 1 to 5.
I/we hereby tender my/our rates……………………………percent) below the rates for works at serial no. 1 to 5. Signature of Contractor With seal
H-SCHEDULE
1 The roofing system should be designed to with stand the wind load (as per IS 875 part-3) & Earth quake load
(As per ISI 893). The design should also comply with any other relevant IS codes.
The steel sheet shall be 3’.0’’ (914 mm) width (tolerance +/-2mm which shall be curved and moulded at site
using mechanical press and dies to the desired curves and shape to form 2’.0’’ (605 mm) approximately wide
interlocking panels. these panels shall be erected in position and their seams shall be interlocked panels.
These panels shall be erected in position and their seams shall be interlocked and pressed to close the seam
forming a water tight joint . Minor color chipping/scratching should be rectified by applying Epoxy lacquer.
Necessary arrangement including the supply for the installation of fasteners at the end will be there in the
scope of the vendor.
The installation should be done by mechanized methods. Vendor has to mobilize required number of Hydra
for transportation of sheets and Cranes for the erection of Seamed Sheets.
Adequate precaution shall be taken by the Vendor during the installation process for the safety of their
workers. Safety belts, helmets and other safety equipments for the execution of job must be used, wherever
required. Working in height panels installation process shall not be carried out in case of wind velocity at site
location is above 22 K.M./ Hrs.
The material of galvalume steel shall have the following specifications:
(a) Material
Imported Galvalume sheets with coating of Aluminum, Zinc and Silicon with following percentage:
Aluminum 55%
Zinc: 43.5%
Silicon 1.5%
Alloy Coated High Tensile steel.
(b) Technical details
i. Standard- color Coated GALVALUME steel complying to ASTM A 792
ii. Base Metal Thickness -1.00 mm (Tolerance as +/-0.02mm)
iii. Alloy Coating – AZ 150 (Aluminum 55%,Zinc 43.5%,Silicon 1.5%.
iv. Yield strength -350m
v. Paint Coating- Coating Mass of AZ-150 Regular modified Polyester Top Coat 25 Micron & Bottom
Coat 12 Micron.
vi. Color pattern- Combination of two colors (Ratio 50% each )
(C) Inspection and testing
Once the material is received by the agency in India the same will be inspected by the inspection team of
SFCI and samples shall be drawn from the same.
Before the sheet is used for roofing at site, these samples will be tested at a reputed laboratory for the
following:
i. Thickness - 1.00mm
ii. Top coating- 25 micron & bottom coat. 12 micron
iii. Yield/Tensile Strength 350 m
Charges for the same if any shall be born by the agency/contractor.
Besides this the agency also need to submit the material test report from the steel mill supplier for each
steel coil.
(d) Fixtures-: The fixtures like anchor fasteners. Standard Light Hungers. Turbo ventilators ,and skylights
shall be designed to suit the requirement of SFCI Each godowns to have a combination of Turbo Ventilator
(Aluminum) of size 24 inches Capacity 2200 CFM, with a Skylight of 2mm .Thick polycarbonate sheet of
size 2 foot x 7 foot, to be installed at a distance of 30 foot along the length of the building.
TESTING OF MATERIAL:
Thickness
i. Tensile strength
ii. Coating Mass AZ 150
Testing charges: If any, shall be born by the agency.
STANDARDS: - The Galvalume Steel Suppler shall be ISO certified and shall follow International standard for
Galvalume sheet roofing.
Fixture:- The fixtures like fasteners, turbo ventilators translucent sheets shall be designed to suit the
requirements of SFCI.
2. N.S. Item Supplying & fixing Galvalume sheets roofing 1mm thick round shape with turbo
ventilators as per specifications at Serial No.01 above -.
3631.20 Sqm
for two godowns of 5000 MT 7262.40 Sqm
Rate offered by the contractor per sq. meter:……………………………………………
Signature of Contractor With seal
Note: -
To finalize the tender total amount of G-schedule and H-schedule will be considered.
Manager Engg. (Civil)
