Chhattisgarh State Industrial Development Corporation Limited Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Chhattisgarh government has posted on its website in a very hassle-free manner.
Chhattisgarh State Industrial Development Corporation Limited - CSIDC Tender
Civil And Construction
Opening Date6 Dec 2024
Closing Date16 Dec 2024
Tender Amount₹ 6,81,68,000
Costs
EMD
₹ 3,40,840Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
162568Tender No
162568Tender Authority
Chhattisgarh State Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows, at 45o inclination to the center line of the road and at one meter interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead)
[SOR I/4.6 of P/16]
[SOR I/4.6 of P/16]
15750
-
-
... More
Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.
(i) on WBM/WMM surface @0.85 Kg/Sqm.
[SOR I/5.1(i) of P/19]
(i) on WBM/WMM surface @0.85 Kg/Sqm.
[SOR I/5.1(i) of P/19]
15900
-
-
... More
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(i) Bituminous surface @ 0.25 kg /Sqm
[ SOR I/ 5.2 (i), P/19]
(i) Bituminous surface @ 0.25 kg /Sqm
[ SOR I/ 5.2 (i), P/19]
30750
-
-
... More
Dense Bituminous Macadam (Providing and laying dense
bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)
B) With mechanical paver finisher
ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
[SOR I/5.4 (B) (ii), P/20]
bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)
B) With mechanical paver finisher
ii) for Grading-II(26.5 mm nominal size bitumen content 4.50%)
[SOR I/5.4 (B) (ii), P/20]
2460
-
-
... More
Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MORTH specification clause No. 507 complete in all respects)
B With mechanical paver finisher
iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
compaction as per MORTH specification clause No. 507 complete in all respects)
B With mechanical paver finisher
iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
1230
-
-
... More
Construction of Shoulders (Construction of shoulders as per clause
408 with selected soil from borrow pits / borrow areas having CBR
not less than 12 and shall have L.L. and P.I. not more than 25% and
6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall,
compacting. watering rolling and royalty charges etc. complete. (A) With vibratory roller
[SOR I/4.13 (A) of P/17]
408 with selected soil from borrow pits / borrow areas having CBR
not less than 12 and shall have L.L. and P.I. not more than 25% and
6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall,
compacting. watering rolling and royalty charges etc. complete. (A) With vibratory roller
[SOR I/4.13 (A) of P/17]
1494.75
-
-
... More
Construction of RCC open drain
(i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150
mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
[SOR I/3.20 (i), P/13]
(i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150
mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.
[SOR I/3.20 (i), P/13]
5665
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
[SOR I/9.1 P/38]
[SOR I/9.1 P/38]
135
-
-
... More
Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15
[SOR I/9.9/ P/40]
PCC Grade M 15
[SOR I/9.9/ P/40]
18
-
-
... More
Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 20
[SOR I/9.9/ P/40]
PCC Grade M 20
[SOR I/9.9/ P/40]
22.5
-
-
... More
Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP4 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipe , excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
1000 mm dia
[SOR I/9.2/ P/39]
1000 mm dia
[SOR I/9.2/ P/39]
75
-
-
... More
Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed.
[SOR I/18.15, P/51]
[SOR I/18.15, P/51]
401.96
-
-
... More
Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply)
[SOR I/18.24, P/52]
[SOR I/18.24, P/52]
80
-
-
... More
Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS: 8329/ 2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018
[SOR I/4.3 P/3]
[SOR I/4.3 P/3]
500
-
-
... More
Labour only for cutting following Ductile Iron pipes of any type andclass. [SOR I/32.4, P/324]
2
-
-
... More
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.
[SOR I/4.41, P/18]
[SOR I/4.41, P/18]
1
-
-
... More
Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining.
[SOR I/4.11, P/6]
[SOR I/4.11, P/6]
6
-
-
... More
Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. [SOR I/4.9, P/9]
2
-
-
... More
Providing and laying in position following cast iron plugs. [SOR I/1.15, P/20]
2
-
-
... More
Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)
In foundation and plinth
1:3:6 (M-10) [SOR I/18.40.1.3, P/53]
In foundation and plinth
1:3:6 (M-10) [SOR I/18.40.1.3, P/53]
0.225
-
-
... More
Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. complete.
In Cement Mortar 1:6
[SOR I/18.54.4, P/55]
In Cement Mortar 1:6
[SOR I/18.54.4, P/55]
1.15
-
-
... More
PLASTER 12mm thick cement plaster in single coat including finishing even, smooth and curing complete.
1:6 (Cement 1: Sand 6)
[SOR I/18.60.3, P/56]
1:6 (Cement 1: Sand 6)
[SOR I/18.60.3, P/56]
12.48
-
-
... More
STEEL Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C.
work i/c cutting, bending, binding etc. complete i/ccost
of binding wire and wastage.
[SOR I/18.44, P/54]
work i/c cutting, bending, binding etc. complete i/ccost
of binding wire and wastage.
[SOR I/18.44, P/54]
25.1
-
-
... More
FORM WORK
Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:
Foundation , footing, bases of columns ,etc for mass
concrete
[SOR I/18.64.1, P/56]
Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:
Foundation , footing, bases of columns ,etc for mass
concrete
[SOR I/18.64.1, P/56]
1.56
-
-
... More
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.
In Plinth & foundation
1:2:4 (M-15)
[SOR I/18.41.1.2, P/54]
In Plinth & foundation
1:2:4 (M-15)
[SOR I/18.41.1.2, P/54]
0.05
-
-
... More
Providing & laying mechanically mixed R.C.C.
excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)
1: 11/2:3 (M 20)
[SOR I/18.42.1, P/54]
excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)
1: 11/2:3 (M 20)
[SOR I/18.42.1, P/54]
0.19
-
-
... More
Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. In depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils
[SOR I/18.22, P/52]
[SOR I/18.22, P/52]
321.96
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements