Chhattisgarh State Industrial Development Corporation Limited Tender
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Chhattisgarh State Industrial Development Corporation Limited - CSIDC Tender
Civil And Construction
Electrical and Electronics
Solar Installation and Products
Opening Date6 Dec 2024
Closing Date16 Dec 2024
Tender Amount₹ 5,40,50,000
Costs
EMD
₹ 2,71,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
162580Tender No
162580Tender 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
Documents
BOQ Items
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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.
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
[S.O.R. I/5.2.(ii), P/19]
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
[S.O.R. I/5.2.(ii), P/19]
4310.5
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-
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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
[S.O.R. I/5.2.(i), P/19]
[S.O.R. I/5.2.(i), P/19]
60710.45
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Providing and laying leveling course / profile corrective course with bituminous macadam
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled
as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher
[S.O.R. I/5.19.B, P/24]
With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled
as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
B With mechanical paver finisher
[S.O.R. I/5.19.B, P/24]
165.93
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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%)
[S.O.R. I/5.4.B.(ii), P/20]
B) With mechanical paver finisher
(ii)for Grading-II(26.5 mm nominal size bitumen content 4.50%)
[S.O.R. I/5.4.B.(ii), P/20]
373.62
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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 %
[S.O.R. I/5.5.B.(iii), P/20]
all respects) B With mechanical paver finisher
(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %
[S.O.R. I/5.5.B.(iii), P/20]
1963.81
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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
[S.O.R. I/4.13.(A), P/17]
A With vibratory roller
[S.O.R. I/4.13.(A), P/17]
2610.4
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)
[S.O.R. F/8.13. P/31]
[S.O.R. F/8.13. P/31]
2939.88
-
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Removing old paint or polish by paint remover or blow lamp or any other means as approved including preparing the surface smooth after removing the paint..
[S.O.R. I/14.46, of P/136]
[S.O.R. I/14.46, of P/136]
3970
-
-
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Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.
[S.O.R. I/14.12, of P/133
[S.O.R. I/14.12, of P/133
3970
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-
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Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade. 14.10.2 On old work (one or more coats)
[S.O.R. I/14.10.2, of P/133]
[S.O.R. I/14.10.2, of P/133]
3970
-
-
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section- 200.
A In area of light jungle
[S.O.R. I/2.3.(A), of P/08] [Road S.O.R.]
A In area of light jungle
[S.O.R. I/2.3.(A), of P/08] [Road S.O.R.]
5.11
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-
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Removal of Unserviceable Soil with Disposal up to 1000 meters including loading and unloading.
[S.O.R. I/3.8, of P/11] [Road S.O.R.]
[S.O.R. I/3.8, of P/11] [Road S.O.R.]
610.3
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-
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Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits
1.1.1 In all types of soils. [S.O.R. I/1.1.1, P/09]
1.1.1 In all types of soils. [S.O.R. I/1.1.1, P/09]
7057.73
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Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
[S.O.R. I/1.18, P/11]
[S.O.R. I/1.18, P/11]
343.6
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Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). [S.O.R. I/3.1.4, P/23]
300.81
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Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.1 Thermo-Mechanically treated bars FE 415
[S.O.R. I/3.12.1, P/24]
3.12.1 Thermo-Mechanically treated bars FE 415
[S.O.R. I/3.12.1, P/24]
43263
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-
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Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
[S.O.R. I/2.1.1, P/16]
[S.O.R. I/2.1.1, P/16]
4495.5
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Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
[S.O.R. I/3.2.1, P/23]
[S.O.R. I/3.2.1, P/23]
543.85
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Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 18.76.1 75 mm dia pipe.
[S.O.R. I/18.76.1, P/170]
[S.O.R. I/18.76.1, P/170]
110.4
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Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.
[S.O.R. I/1.17, P/11]
[S.O.R. I/1.17, P/11]
365.25
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Carriage by mechanical transport upto 5 km lead: 1.26.1 Earth [S.O.R. I/1.26.1, P/12]
2100.39
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Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
(SOR I/3.1.3, P/23)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
(SOR I/3.1.3, P/23)
28.62
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Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
(SOR I/2.1.7, P/16)
Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
(SOR I/2.1.7, P/16)
74.1
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Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Beams, lintels, cantilevers & walls
(SOR I/2.1.8, P/16)
Beams, lintels, cantilevers & walls
(SOR I/2.1.8, P/16)
12.6
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-
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Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 18.76.1 110 mm dia pipe.
[S.O.R. I/18.76.2, P/170]
[S.O.R. I/18.76.2, P/170]
857.6
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Excavation for all types and sizes of foundations, trench and drain or for any other purpose including disposal of excavation stuff into 1.5 m lift and lead into 50 m (at least 5m away from the excavated area), including dressing and leveling of In ordinary rock
(S.O.R. I/1.1.2 P/09)
(S.O.R. I/1.1.2 P/09)
244
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Extra for every additional lift of 1.5 m or part thereof.
Ordinary or hard rock
(S.O.R. I/1.6.2 P/10
Ordinary or hard rock
(S.O.R. I/1.6.2 P/10
244
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Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
Cold twisted bar / Hot rolled deformed steel
(S.O.R. I/3.12.4 P/24)
Cold twisted bar / Hot rolled deformed steel
(S.O.R. I/3.12.4 P/24)
1752
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Providing and fixing formwork including centering, shuttering, strutting, propping bracing etc. complete and including its removal at all levels, for: Columns, beams & walls - circular or any other geometrical Shape other than square and rectangular in all sizes.
(S.O.R. I/2.1.6 P/16)
(S.O.R. I/2.1.6 P/16)
1168
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-
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Supplying, filling, spreading & leveling stone boulders/ Gravels/Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately).
Stone boulders of size range 5 cm to 20 cm, in recharge pit
(S.O.R. I/21.14.1, P/201)
Stone boulders of size range 5 cm to 20 cm, in recharge pit
(S.O.R. I/21.14.1, P/201)
84.76
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Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion.
Tee/ Tee with door/ Bend 45°/ Bend 90°
110 mm
(S.O.R. I/18.77.1.2 P/170)
Tee/ Tee with door/ Bend 45°/ Bend 90°
110 mm
(S.O.R. I/18.77.1.2 P/170)
80
-
-
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Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion.
Tee/ Tee with door/ Bend 45°/ Bend 90°
110 mm
(S.O.R. I/18.77.1.2 P/170)
Tee/ Tee with door/ Bend 45°/ Bend 90°
110 mm
(S.O.R. I/18.77.1.2 P/170)
160
-
-
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Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion.
Tee/ Tee with door/ Bend 45°/ Bend 90°
110 mm
(S.O.R. I/18.77.1.2 P/170)
Tee/ Tee with door/ Bend 45°/ Bend 90°
110 mm
(S.O.R. I/18.77.1.2 P/170)
200
-
-
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Providing and fixing on wall face UV stabilized Plasticized PVC molded fitting/accessories having 3.2mm wall thickness for rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion.
Tee/ Tee with door/ Bend 45°/ Bend 90°
Clamp 110 mm
(S.O.R. I/18.78.2 P/171)
Tee/ Tee with door/ Bend 45°/ Bend 90°
Clamp 110 mm
(S.O.R. I/18.78.2 P/171)
480
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Providing and fixing PVC ball valve for inlet / outlet of rain Water harvesting pipe and filter.
110mm dia pipe
(S.O.R. I/21.19 P/201)
110mm dia pipe
(S.O.R. I/21.19 P/201)
80
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-
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Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium / steel windows, ventilators and the like complete.
(S.O.R. I/9.84 P/84)
(S.O.R. I/9.84 P/84)
80
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-
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Supplying and laying of Wooden charcoal.
4664
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Providing and fixing Steel nails (khila)
40
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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 including dewatering etc. complete.
Ordinary soil
Upto 3 m depth
[S.O.R. I/2.1.1,(i) P/13]
dressing of sides and bottom and backfilling with approved material including dewatering etc. complete.
Ordinary soil
Upto 3 m depth
[S.O.R. I/2.1.1,(i) P/13]
975.93
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Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
[S.O.R. I/2.3,P/13]
[S.O.R. I/2.3,P/13]
88.72
-
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
(a) Using concrete mixer
(i)PCC Grade M15
[S.O.R. I/2.6, A(i) P/14]
(a) Using concrete mixer
(i)PCC Grade M15
[S.O.R. I/2.6, A(i) P/14]
88.72
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
Using concrete mixer
PCC Grade M20
[S.O.R. I/2.6.A(ii) P/14]
Using concrete mixer
PCC Grade M20
[S.O.R. I/2.6.A(ii) P/14]
304.72
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).
A RCC Grade M25
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m
[S.O.R. I/4.1.A.(I).(a).(i), P/24]
A RCC Grade M25
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m
[S.O.R. I/4.1.A.(I).(a).(i), P/24]
71.28
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
[S.O.R. I/4.2, P/27]
[S.O.R. I/4.2, P/27]
11.4
-
-
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Filler joint. Providing and fixing in position 20 mm thick premoulded joint filler ( 12 m long x 30 cm deep ) in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
[S.O.R. I/4.14.(c) P/28]
[S.O.R. I/4.14.(c) P/28]
32.4
-
-
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
[S.O.R. I/3.17, P/22]
[S.O.R. I/3.17, P/22]
140.4
-
-
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.
[S.O.R. I/3.10, P/22]
[S.O.R. I/3.10, P/22]
175.77
-
-
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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.
S.O.R. I/3.8, P/21]
S.O.R. I/3.8, P/21]
180
-
-
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Earth work in excavation for pipe trench in hard soil areas including dressing, watering, ramming and disposal of excavated earth lead upto 50meter sand lift upto 1.5m, disposal earth to be levelled, neatly dressed.
(S.O.R. I/18.16 of P/51)
(S.O.R. I/18.16 of P/51)
378
-
-
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Supply & Filling murum/rivers and for pipe bedding or over the pipe (including supply).
(S.O.R. I/18.24 of P/52)
(S.O.R. I/18.24 of P/52)
94.5
-
-
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Providing Laying and Jointing including testing following Socket & Spigot centrifugally cast Spun Ductile iron pressure pipes with inside cement morter lining (Class K-9) confirming to IS 8329/2000 with suitable rubber gasket (Push on) joints as per IS : 5382/85
100 mm dia.
(S.O.R. I/4.3 of P/03)
100 mm dia.
(S.O.R. I/4.3 of P/03)
1050
-
-
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Providing & fixing of following Ductile Iron Double Flanged Sluice Valves as per IS 14846:2000 fitted with cap including jointing & Testing with cost of jointing material such as bolts, nuts, ribber insertions etc. all complete.
100 mm dia
(S.O.R. I/4.41 of P/18)
100 mm dia
(S.O.R. I/4.41 of P/18)
2
-
-
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Providing and Laying including ductile iron PN-1.6 type iron flanged spigot Conforming to IS-9523/2000 having dimension as pertable 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause13 of IS-9523/2000.
100 MM dia.
(S.O.R. I/4.9, of P/05)
100 MM dia.
(S.O.R. I/4.9, of P/05)
4
-
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Providing & 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 coating and internal cement mortarlining.
100 mm dia.
(S.O.R. I/4.11, of P/06)
100 mm dia.
(S.O.R. I/4.11, of P/06)
6
-
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Providing & 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 coating and internal cement mortarlining.
150 mm dia.
(S.O.R. I/4.11, of P/06)
150 mm dia.
(S.O.R. I/4.11, of P/06)
6
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Labour only for Laying including testing Ductile Iron Double Socket 11.25” bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.
150 mm x 150 mm
(S.O.R. I/4.21, of P/10)
150 mm x 150 mm
(S.O.R. I/4.21, of P/10)
2
-
-
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Providing & Laying including testing Ductile Iron Double Socket Reducer Conforming to IS-9523/2000 having dimension as per table 21 of IS-9523/2000 in the nominal diameter/sizes with external bitumencoating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000
150 mm x 100 mm
(S.O.R. I/4.25, of P/13)
150 mm x 100 mm
(S.O.R. I/4.25, of P/13)
2
-
-
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Providing rubber ISI marked gasket (push on) joints as per IS-5382/2018 to following DI pipes class K-7 and K-9 including testing of joints and cost of jointing material (Rubber Gasket and soap solution etc.)
(S.O.R. I/4.5, of P/03)
(S.O.R. I/4.5, of P/03)
10
-
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Labour only for cutting following Ductile iron pipes of any type and class.
100 mm (S.O.R. I/19.4, of P/60)
100 mm (S.O.R. I/19.4, of P/60)
4
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Labour only for cutting following Ductile iron pipes of any type and class.
150 mm (S.O.R. I/19.4, of P/60)
150 mm (S.O.R. I/19.4, of P/60)
4
-
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Chamfering for CI/DI pipes of all type sand classes to make suitable for tyton joints.
100 mm ,150 mm (S.O.R. I/19.6, of P/61)
100 mm ,150 mm (S.O.R. I/19.6, of P/61)
8
-
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Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centring and shuttering (with 40mm nominal size graded stone aggregate)
In foundation and plinth.
1:3:6 (M-10)
(S.O.R. I/18.40.1.3, of P/53)
In foundation and plinth.
1:3:6 (M-10)
(S.O.R. I/18.40.1.3, of P/53)
0.39
-
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Providing & laying mechanically mixed cement concrete 20mm maximum size graded crushed stone excluding cost of centring & Shuttering.
1:3:4 (M-15)
(S.O.R. I/18.41.1.2, of P/54)
1:3:4 (M-15)
(S.O.R. I/18.41.1.2, of P/54)
0.2
-
-
... More
Brick work with well burnt chimney Brick shaving crushing strength not less than 25kg/cm2 and water absorption not more than 20% in foundation & plinth i/c curing etc. complete
In Cement Mortar 1:4
(S.O.R. I/18.54.2, of P/55)
In Cement Mortar 1:4
(S.O.R. I/18.54.2, of P/55)
1.73
-
-
... More
12 mm thick cement plaster in single coat including finishing even, smooth and curing complete.
1:6 (Cement 1 : Sand 6)
(S.O.R. I/18.60.4, of P/56)
1:6 (Cement 1 : Sand 6)
(S.O.R. I/18.60.4, of P/56)
9.44
-
-
... More
Providing and laying mechanically mixed R.C.C. Excluding Centering & Shuttering and reinforcement in foundation/plinth (20mm graded metal)
1:11/2:3 (M-20)
(S.O.R. I/18.42.1, of P/54)
1:11/2:3 (M-20)
(S.O.R. I/18.42.1, of P/54)
0.39
-
-
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Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. working i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage.
(S.O.R. I/18.44, of P/54)
(S.O.R. I/18.44, of P/54)
29.4
-
-
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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 upto50 mand lift up to 1.5m in all kinds of soils
(S.O.R. I/18.22, of P/52)
(S.O.R. I/18.22, of P/52)
282.5
-
-
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Providing, Laying including testing and jointing of welded double flanged centrifugal cast (spun) ductile iron pressure pipes conforming to IS:8329/2000 in the length of 1 m. for class K-9 with inside cement mortar lining for the following sizes/dia pipes.
100 mm
(S.O.R. I/4.27, of P/14)
100 mm
(S.O.R. I/4.27, of P/14)
5
-
-
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Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 6 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 600mm long
100
-
-
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Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 7 metre high, dia 135mm at bottom and 90mm at top, base plate size 225x225x16mm, foundation bolts 750mm long
200
-
-
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Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification.
150
-
-
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Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 6 metre high
100
-
-
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Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification. 7 metre high
200
-
-
... More
Supplying and fixing of single over hang (Arm) 1000 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI
100
-
-
... More
Supplying and fixing of single over hang (Arm) 1500 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI
200
-
-
... More
Supplying and fixing of double over hang (Arm) 1500 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI
15
-
-
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Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI) 3.5 x25 sqmm
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI) 3.5 x25 sqmm
11000
-
-
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Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI) 3.5 x 50 sqmm
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI) 3.5 x 50 sqmm
500
-
-
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Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 25x3 mm M.S flat clamp and steel dash fastener/ G.I. bolts and nuts as per specification , IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI) 3.5 x 70 sqmm
(Havells / Polycab/Finolex/ RR Kabel/Ravin Cable/KEI) 3.5 x 70 sqmm
50
-
-
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Supplying and laying HDPE pipe of 4kg/Sqcm in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 63 mm outer dia
11000
-
-
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Supplying and laying following size medium class G.I. pipe in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 50 mm internal dia
50
-
-
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Supplying and laying following size medium class G.I. pipe in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 80 mm internal dia
100
-
-
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Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps
300
-
-
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Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 25 Sq mm.
2700
-
-
... More
Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 50 Sq mm.
8
-
-
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Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 70 Sq mm.
8
-
-
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Providing and making suitable CC pole collar (muffing) in Cement Concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) of size 0.4 m dia and 0.4 m height from existing CC foundation.
300
-
-
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Providing following size ISI marked FRLS PVC insulated , PVC sheathed, flexible copper conductor wire. 1.5 sq. mm three core
2400
-
-
... More
Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.
(Bajaj/ Havells / Wipro / Phillips/ Shcreder / GE) 90 watt
(Bajaj/ Havells / Wipro / Phillips/ Shcreder / GE) 90 watt
100
-
-
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Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.
(Bajaj/ Havells / Wipro / Phillips/ Shcreder / GE) 120 watt
(Bajaj/ Havells / Wipro / Phillips/ Shcreder / GE) 120 watt
200
-
-
... More
Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification: With 2 metre long GI Pipes and 25 kg back filling compound.
15
-
-
... More
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ concealed conduit/ submain wiring/ cable as per specification.
500
-
-
... More
Providing and fixing metal clad, TP&N switch fuse unit (re-wirable), 415/500 volts, with porcelain re-wireble fuses including drilling holes on the board, connections, earthing the body etc. as per specification. (Thimbeling shall be paid separately).
200 amps
200 amps
4
-
-
... More
Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification. Upto 300 mm deep
[Electrical SOR I/7.19.1 P
[Electrical SOR I/7.19.1 P
7.5
-
-
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Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification.
200 amp (30x5mm)
[Electrical SOR I/7.20.2
200 amp (30x5mm)
[Electrical SOR I/7.20.2
4
-
-
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Providing and making interconnection in cubical panel between BBC and switchgears with following size aluminium strip of length upto 50cm as per specification (To be measured separately for each phase/ neutral).
30x5mm (200 amps)
30x5mm (200 amps)
28
-
-
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Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated copper conductor wire lead of length upto 50cm including providing copper thimbles on both ends as per specification (To be measured separately for each phase/ neutral). 10 sqmm (32 amp)
60
-
-
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Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated copper conductor wire lead of length upto 50cm including providing copper thimbles on both ends as per specification (To be measured separately for each phase/ neutral).
16 sqmm (63 amp)
16 sqmm (63 amp)
54
-
-
... More
Providing and fixing porcelain re-wireble fuse carrier and base unit on wooden board including drilling holes on the board, screws, connections etc. as per specification. (Thimbeling shall be paid separately). 100 amps
[Electrical SOR I/7.11.4 P/ 62 ]
[Electrical SOR I/7.11.4 P/ 62 ]
36
-
-
... More
Providing and fixing porcelain re-wireble fuse carrier and base unit on wooden board including drilling holes on the board, screws, connections etc. as per specification. (Thimbeling shall be paid separately). 200 amps
12
-
-
... More
Providing and fixing metal clad, TP&N double break fuse switch unit (HRC), 415/500 volts, with H.R.C. fuses including drilling holes on the board, connections, earthing the body etc. as per specification. (Thimbeling shall be paid separately).
200 amps
200 amps
4
-
-
... More
Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu.
3 pole MCCB, 250A, Adjustable Thermal - Magnetic Release, 25KA
3 pole MCCB, 250A, Adjustable Thermal - Magnetic Release, 25KA
4
-
-
... More
Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification.
12
-
-
... More
Providing and fixing 3 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification. 100 amps
4
-
-
... More
Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification. Analoge type
4
-
-
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