Urban Development Department Tender
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Urban Development Department - UDD Tender
Civil And Construction
Eprocure
Opening Date13 Mar 2024
Closing Date3 Jun 2024
Tender Amount₹ 90,98,59,008
Costs
EMD
₹ 1,00,00,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Upgradation Of Majaor Roads Package -3
Description
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Contact
Tender Id
2024_CEO_48627_1Bid Award Id
ViewTender No
001 Smart Roads - UR 03Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202
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-
-
i. By Mechanical Means
A. Bituminous course
2331
-
-
ii. Manual Means
B. Granular Layer
2331
-
-
Loading and unloading of Stone Boulder, stone aggregate, Brick Aggregate, Kankar, earth, Crushed slag, Stone for Masorny Work by Mechanical Means including a lead upto 30m
4662
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-
Haulage of materials by tipper/ truck excluding cost of loading, unloading and stacking.
139860
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-
UPGRADATION OF ROADS
-
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-
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 409.
9420
-
-
Carriageway Overlay Layers
-
-
-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.
35130
-
-
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
35130
-
-
Dense Graded Bituminous Macadam
(Grading -Ii & VG-30)
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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 MoRT&H specification clause No. 505 complete in all respects.
2637
-
-
Dense Graded Bituminous Macadam
(Grading -II & VG-30)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent 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. Grading II (For layer thickness 30 - 40 mm)
351.5
-
-
Mastic asphalt wearing course: Providing and laying mastic asphalt wearing course with
paving grade bitumen (IS 73 : 2013), meeting the
requirements given in table 500.29, prepared by using
mastic cooker and laid to required level and slope after
cleaning the surface, including providing antiskid surface
with bitumen precoated finegrained hard stone chipping
13.2 mm nominal size at the rate of 0.005 cum per sqm
and at an approximate spacing of 10 cm center to center in
both directions, pressed into surface when the temperature
of the surfaces is not less than 100˚ C, protruding 1 mm to
4 mm over mastic surface, all complete as per MoRT&H
Technical Specification Clause 515.(i) 25mm thick
35150
-
-
Road Median
-
-
-
Cast in Situ Cement Concrete M20 Kerb using concrete Mixer
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 408.
516
-
-
Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures with all leads and lifts, spread, graded and compacted with plate compactor as per MoRT&H Technical Specification Clause 407.
36.12
-
-
Providing and painting two coats with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRT&H Technical Specification Clause 803.
2484.5
-
-
Road Markings
-
-
-
Road marking strips (retro-reflective) of specified shade/
colour using Hot Applied Thermoplastic material with
Reflectorising Glass Beads on Bituminous Surface
Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803.
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-
-
a) Road Edge Marking - Median edge and Kerb edge: 10179.10 Sqm; and
b) Cycle Track Marking: 12959.10 Sqm
2826
-
-
Centreline Marking
1413
-
-
Printing New Letter and Figures of any Shade
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRT&H Technical Specification Clause 801.
-
-
-
i) English and Roman
Hyphens and the like not to be measured and paid for Detail for 100 letters of 16 cm height.
i.e.1600 cm
38400
-
-
ii) Hindi Fonts
38400
-
-
Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973, as per drawings and MoRT&H Technical Specification Clause 804.
1570
-
-
Retro-Reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.
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-
-
Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
113
-
-
i) 600 mm equilateral triangle - Junction ahead/Junction type/Pedestrian crossing/Parking provision
129
-
-
Direction and Place Identification Signs
with size more than 0.9 sqm size Board
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area
exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.
56
-
-
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification as per approved drawings and MoRT&H Technical Specification Clause 2703.2 & 1900.
800
-
-
Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 806.
657
-
-
UTILITY CONDUIT SYSTEM (CIVIL WORKS)
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-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling
in trenches with excavated suitable material.
I. Ordinary soil
A. Mechanical Means
(i) Upto 3 m depth
10554.13
-
-
1. Cost of dewatering added as 5 per cent of labour cost Assessment
10554
-
-
2.The cost of shoring & shuttering is added @ 3 per cent on cost of excavation for open foundation.
10554
-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling
in trenches with excavated suitable material.
I. Ordinary soil
A. Manual Means
(i) Upto 3 m depth
10554
-
-
Dewatering
10554.13
-
-
Shoring & Shuttering
10554.13
-
-
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.
10876.4
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
upto 1.5 m.
-All kinds of soil
Sand filling in Electrical burried system
5662.5
-
-
Granular Sub-Base with Well Graded Material (Table:- 400.1)
A. By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401.
(i) For Grading-I Material
Unit = cum
For Cross connections
703
-
-
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base/
base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
For Cross connections
968.88
-
-
Shoring for Utility conduit system work Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
(ii) Depth exceeding 1.5 m but not exceeding 3 m
21108.25
-
-
Construction of Subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORT&H technical specification clause of section 300.
1937.75
-
-
RCC CHAMBER FOR UTILITY CONDUIT
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-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling
in trenches with excavated suitable material.
I. Ordinary soil
A. Mechanical Means
(i) Upto 3 m depth
5557
-
-
PCC
-
-
-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement) .
544.74
-
-
RCC
-
-
-
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
vi) RCC M 25 Grade
a. upto 5 m height
Case - II : With Batching Plant, Transit Mixer and Concrete Pump
3720.91
-
-
Reinforcement
-
-
-
Supplying, fitting & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
316.28
-
-
Plastering
-
-
-
Plastering with cement mortar (1:4) 12 mm thick on brick work / cc work including a finishing coat of neat cement puning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification clauses 613.4 & 1204.
4537
-
-
Manhole Covers
-
-
-
Providing and placing in position Heavy Duty RCC Manhole Covers on Road of load carrying capacity up to 30 tons ,various sizes, properly fixed and cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
415
-
-
Water Proofing
-
-
-
Providing and fixing of water proofing Dr. Fixit crystalline/ any Tripura PWD approved make used on RCC wall . All complete as per direction of Engineer-in-Charge and as per section 22 of CPWD specification release 2019.
31670.19
-
-
Providing and fixing in between DWC pipe and concrete fill with Silicon sealent and as per section 22 of CPWD specification release 2019.
3418.33
-
-
Edge beam for Paver Bocks
-
-
-
Providing and laying Flooring complete as per drawing and Technical specifications laid over 100 mm thick cement concrete bedding as per drawing and MoRT&H Technical specifications clause 2505. Cement Concrete Blocks of size 0.3 x 0.3 x 0.3 m, cast in cement concrete of Grade M 15.
20
-
-
ELECTRICAL TRENCH & STORM WATER DRAIN
-
-
-
Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
(ii) Dismantling brick / tile work
B) In cement mortar
7659.27
-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
A. By Manual Means (Upto 3 m depth) (Note:- Cost includes shoring & dewatering)
7684.12
-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
A. By Manual Means (Upto 3 m to 6m depth) (Note:- Cost includes shoring & dewatering)
65.55
-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
A. Mechanical Means (Upto 3 m depth) (Note:- Cost includes shoring & dewatering
14748.5
-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical
specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
A. Mechanical Means (Upto 3 m to 6m depth)
(Note:- Cost includes shoring & dewatering
121.7
-
-
Breaking of Dismantled Drain bricks in Brick Bats of required size, stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m and laying the brick bats for soling layer of minimum 300mm thick on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6.
12662.91
-
-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
1172.35
-
-
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
vi) RCC M 25 Grade
a. upto 5 m height
Case - II : With Batching Plant, Transit Mixer and Concrete Pump
8244
-
-
Supplying, fitting & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
700.74
-
-
Wrought iron and mild steel welded work (using angles, square bars, tees and channel in grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately as per MoRT&H technical specifications Clauses and as directed.
Electrical Tray Support @1.5mc/c (Insert Plate & Steel sections)
77977.5
-
-
Providing and placing in position Heavy Duty Ductile iron Grating of size 450mm x 750mm on Road of load carrying capacity up to 30 tons ,various sizes, properly fixed and cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
2740.63
-
-
Steel work welded in built up section/framed work
including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer using
steel etc. complete as required:-
'Grating on storm water Drain at 15mc/c 12 kg per grating
12
-
-
Supplying and laying of DWC Pipe (SN8) pipes with coupler & rubber ring, bailing out/ dewatering (by pumps or otherwise) water in trenches, lowering the same into the trench, aligning and jointing the pipes on sand bedding to prescribed gradient, depth and alignment; fixing coupler with rubber rings, making connection to old or new manholes (including dismantling and making good the manhole wall) and checking the 'as-laid' pipe with joints etc, as per the drawing, specification and direction of the Engineer. (The rate shall include all cost of materials including transportation & carriage of material to work site and labour for pipes bedding, jointing with manhole, sand packing, dewatering, cleaning the inside surfaces of pipe after laying, bonning rods, sight rails, levelling instruments etc. as required for the above mentioned works.) -100 mm dia
DWC Drain Pipes for inlet to Storm Drains @10m c/c
56.1
-
-
Haulage excluding Loading & Unloading
Unsurfaced Gravel Road
516633.9
-
-
Providing and placing in position Heavy Duty RCC Manhole Covers on Road of load carrying capacity up to 30 tons ,various sizes, properly fixed and cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge
314
-
-
Providing and fixing of water proofing Dr. Fixit crystalline used on RCC wall . all complete as per direction of Engineer-in-Charge.
21492.04
-
-
Nozzle for construction Joint
314
-
-
Miscellaneous Work
-
-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
A. Mechanical Means (Upto 3 m depth) (Note:- Cost includes shoring & dewatering)
1181
-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
A. Manual Means (Upto 3 m depth)
(Note:- Cost includes shoring & dewatering)
3504
-
-
Back Filling
-
-
-
Sand filling in foundation trenches as per drawings & MoRT&H technical specification clause 304.
550
-
-
Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification clause 1204.3.8. (Sandy Material)
324
-
-
Providing & laying filter media with jhama brick aggregates as per spcification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition as per drawing and MoRT&H technical specification clause 1204.3.8
81
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-
Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OF of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7
130
-
-
PCC
-
-
-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
205
-
-
Brick Work
-
-
-
Brick masonry work in cement mortar in substructure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification clauses 1300, 2200. (In 1:4 cement mortar)
630
-
-
RCC
-
-
-
Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) (RCC Grade M25 -Case-II : With Batching plant, transit mixer and concrete pump)
188
-
-
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification clauses 1500, 1700, 2200. (Including, centering, shuttering, staging etc. but excluding reinforcement) (RCC M 25 Grade-For height above 5 m upto 10 m)
640
-
-
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
v) RCC M 20 Grade
a. upto 5 m height
Case - II : With Batching Plant, Transit Mixer and Concrete Pump
159
-
-
Reinforcement
-
-
-
Supplying, fitting & placing thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications clauses 1600.
20
-
-
Supplying, fitting & plaicing thermo-mechanically treated bar/cold twisted deformed stee bar reinforecement in sub-structure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
47
-
-
Structural Steel
-
-
-
Supply and fabrication of mild steel of IS:2062 structural steel work at fabricators workshop comprising of main truss, cross girders, deck stringers, wind bracings, kerb channel, jacking beams, connecting plates and other members and delivered at bridge site in undamaged condition including straightening, descaling, degeasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts and nut etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc. complete as per MoRT&H technical specification clause 1900 and as directed by the Engineer-in-charge
56
-
-
Taking delivery of fabricated steel work leading to and at site a necessary, assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in all respect including transportation and handling in and arround site, as per approved drawings and specifications including supply of all fasteners, painting of all exposed surfaces of steel work after erection with one site coat of red lead primer paint conforming to IS-102 and two coats alumunimium paint conforming to IS-2339 including all labour, consumables and other materials, mechinery, tolls and tackles complete as per MoRT&H technical specification clause no. 1900 and as directed by the Engineer-in-charge.
56
-
-
Plastering
-
-
-
Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification cluases 1300 &2200. (1:4 cement mortar)
1213
-
-
Painting
-
-
-
finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
1213
-
-
DRAIN DIVERSION
-
-
-
Providing sand, gunny bags and filling sand in gunny bags, packing and placing at the required location in drain.
38
-
-
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
1523
-
-
Hire charges of Pump set of capacity 4000 litres/hour.
69.96
-
-
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS: 8329
Delivery Pipe DI (100 dia)
139.93
-
-
Second class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:6 (1 cement : 6 fine sand ).
16.09
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
(ii) Dismantling brick/ tile work
Dismantling of Bricks
16.09
-
-
u-PVC Pipes (working pressure 4kg/cm2) single socketed pipe, 110 mm dia
419.79
-
-
Civil Work for DWS
-
-
-
Excavation
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
A. Manual Means
(i) Upto 3 m depth
35269.68
-
-
1. Cost of dewatering added as10 per cent of labour cost Assessment
35269.68
-
-
2.The cost of shoring & shuttering is added @ 3 per cent on cost of excavation for open foundation.
35269.68
-
-
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
B. Mechanical Means
(i) Upto 3 m depth
35269.68
-
-
1. Cost of dewatering added as 5 per cent of labour cost Assessment
35679.68
-
-
2.The cost of shoring & shuttering is added @ 3 per cent on cost of excavation for open foundation.
35679.68
-
-
Back Filling
Filling available excavated earth (excluding rock) in
trenches, plinth, sides of foundations etc. in layers not
exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-All kinds of soil
17278.31
-
-
Granular Sub-Base with Well Graded Material (Table:- 400.1)
A. By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401.
(i) For Grading-I Material
4791.26
-
-
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver finisher in sub- base/
base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.
4258.9
-
-
Subgrade Construction of subgrade and earthen shoulders with
approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1.
10682.25
-
-
Sand layer
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.
5359.2
-
-
PCC
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100.
1881.54
-
-
Flooring with Paver Tiles
Providing and fixing precast cement concrete tiles of size 300 x 300 mm and 25 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete as per direction of the Engineer-in-charge.
Flooring with Paver Tiles on Footpath Area
22946.4
-
-
Flooring with Paver Block in Parking Area
80 mm thick factory made c.c. interlocking paver block of M-35 Grade
Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour
& pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver
blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:
(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.
6625
-
-
DWC PIPE
Supplying and laying of DWC Pipe (SN&) pipes with coupler & rubber ring, bailing out/ dewatering (by pumps or otherwise) water in trenches, lowering the same into the trench, aligning and jointing the pipes on sand bedding to prescribed gradient, depth and alignment; foing coupler with rubber rings, making connection to old or new manholes (including dismantling and making good the manhole wail) and checking the as-laid pipe with joints etc, as per the drawing. specification and direction of the Engineer. (The rate shall include all cost of materials including transportation & carriage of material to work site and labour for pipes bedding. jointing with manhole, sand packing. dewatering. cleaning the inside surfaces of pipe after laying, bonning rods, sight rails, levelling instruments etc. required for the above mentioned works.) (Testing with CCTV survey shall be paid separately.)
-For 150 mm dia
620.63
-
-
WATER PIPELINES
-
-
-
Dismantling of CI water pipe line upto 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRT&H Technical Specification Clause 202.
20548.6
-
-
Providing,supplying,Lowering, laying and jointing D. I. K-7 grade pipes including specials of class K-12 for following nominal bore diameter with internal cement mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. and in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. and in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc.complete. (IS - 8329 / 2000 and upto dated amendments) (with specials, thrust blocks, anchor blocks, etc. 25 % additional considered.)
-
-
-
100mm dia Ductile Iron Class K-7 pipes
6352.5
-
-
150mm dia Ductile Iron Class K-7 pipes
11260
-
-
200mm dia Ductile Iron Class K-7 pipes
3502
-
-
250mm dia Ductile Iron Class K-7 pipes
67
-
-
300mm dia Ductile Iron Class K-7 pipes
1075
-
-
350mm dia Ductile Iron Class K-7 pipes
3106.25
-
-
H.D.P.E Pipes:
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
-
-
-
90mm dia HDPE pipes
258
-
-
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 1108.
2869.01
-
-
Haulage of materials by tipper / truck excluding cost of loading, unloading and stacking.
15074.95
-
-
Air Valve:
Providing,supplying,Lowering, laying and jointing ISI mark C.I. double acting air Valves of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. and including nut bolts and giving satisfactory hydraulic testing, etc. (The tail pieces, tapers etc if required will be paid separately) and as per section 18 of CPWD specification release 2019.
-
-
-
Diameter 80mm
3
-
-
Diameter 100 mm
2
-
-
Scour Valve
Providing, supplying, Lowering, laying and jointing ISI mark Scour Valve with C.I. wheel of approved quality (screwed end) of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. and including nut bolts and giving satisfactory hydraulic testing, etc.
-
-
-
Diameter 80 mm
2
-
-
Diameter 100 mm
2
-
-
Sluice Valve (PN-1)
Providing, supplying, Lowering, laying and jointing ISI mark C.I. sluice valves of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. and including nut bolts and giving satisfactory hydraulic testing, etc. (with cap) including with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) and as per section 18 of CPWD specification release 2019.
Class II
-
-
-
Diameter 100mm
3
-
-
Diameter 150mm
2
-
-
Diameter 250mm
1
-
-
Diameter 300mm
1
-
-
Valve Chamber
-
-
-
Valve Chamber for 80 mm dia. Air Valve (1x1x1.3)m
-
-
-
Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
(ii) Dismantling brick / tile work
B) In cement mortar
4.59
-
-
Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
(II) By Mechanical Means
B)Prestressed / Reinforced Cement Concrete grade M-20 & above
1.43
-
-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
1.42
-
-
RCC: Reinforced cement concrete (M25 Grade) complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200.
6.21
-
-
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
vi) RCC M 25 Grade
a. upto 5 m height
Case - II : With Batching Plant, Transit Mixer and Concrete Pump
0.69
-
-
Valve Chamber for 100 mm dia. Air Valve (1x1x1.5)m
-
-
-
Dismantling of Existing Chamber (Brick works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
3.54
-
-
Dismantling of Existing Chamber (Concrete works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
0.95
-
-
PCC: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100.
0.95
-
-
RCC: Reinforced cement concrete (M25 Grade) complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200.
4.48
-
-
Reinforcement: Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
0.5
-
-
Valve Chamber for 80 mm dia. Scour Valve (1x1x1.3)m
-
-
-
Dismantling of Existing Chamber (Brick works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
3.06
-
-
Dismantling of Existing Chamber (Concrete works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
0.95
-
-
PCC: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100.
0.95
-
-
RCC: Reinforced cement concrete (M25 Grade) complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200.
4.14
-
-
Reinforcement: Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
0.46
-
-
Valve Chamber for 100 mm dia. Scour Valve (1x1x1.5)m
-
-
-
Dismantling of Existing Chamber (Brick works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
3.54
-
-
Dismantling of Existing Chamber (Concrete works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
0.95
-
-
PCC: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100.
0.95
-
-
RCC: Reinforced cement concrete (M25 Grade) complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200.
4.48
-
-
Reinforcement: Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
0.5
-
-
Valve Chamber for 100 mm dia. Sluice Valve (1x1x1.5)m
-
-
-
Dismantling of Existing Chamber (Brick works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
5.31
-
-
Dismantling of Existing Chamber (Concrete works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
1.43
-
-
PCC: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100.
1.42
-
-
RCC: Reinforced cement concrete (M25 Grade) complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200.
6.72
-
-
Reinforcement: Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
0.75
-
-
Valve Chamber for 150 mm dia. Sluice Valve (1.2x1x1.5)m
-
-
-
Dismantling of Existing Chamber (Brick works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
3.84
-
-
Dismantling of Existing Chamber (Concrete works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
1.12
-
-
PCC: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100.
1.13
-
-
RCC: Reinforced cement concrete (M25 Grade) complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200.
5.06
-
-
Reinforcement: Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
0.56
-
-
Valve Chamber for 250 mm dia. Sluice Valve (1.7x1x1.5)m
-
-
-
Dismantling of Existing Chamber (Brick works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
2.29
-
-
Dismantling of Existing Chamber (Concrete works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
0.88
-
-
PCC: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100.
0.83
-
-
RCC: Reinforced cement concrete (M25 Grade) complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200.
3.34
-
-
Reinforcement: Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
0.36
-
-
Valve Chamber for300 mm dia. Sluice Valve (1.7x1x1.5)m
-
-
-
Dismantling of Existing Chamber (Brick works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
2.29
-
-
Dismantling of Existing Chamber (Concrete works): including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
0.88
-
-
PCC: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100.
0.83
-
-
RCC: Reinforced cement concrete (M25 Grade) complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200.
3.34
-
-
Reinforcement: Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
0.36
-
-
SEWERAGE LINES
-
-
-
Dismantling and Demolishing Work
Dismantling of CI water pipe line upto 600mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRT&H Technical Specification Clause 202
-
-
-
200mm
1891
-
-
400mm
388
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
(ii) Dismantling brick/ tile work
B) In cement mortar
Dismantling of Manholes (1.2 m dia x 3.5m deep)
Manholes
456
-
-
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329
-
-
-
200mm
2080
-
-
400mm
427
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 sand:cement: 2 fine) including testing of joints etc. complete:
-
-
-
House Connection Pipes (100 mm dia)
12038
-
-
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 1108.
633
-
-
200mm
283.69
-
-
400mm
81.48
-
-
Disposal
Haulage of dismantled pipes excluding loading & unloading and as per section 1 of CPWD specification release 2019.
1967
-
-
200mm
598.69
-
-
400mm
276.85
-
-
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement: 4 fine sand) C.I. cover with frame (light duty) 455 x 610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
-
-
-
Inside dimensions 455x610 mm and 45 cm deep
for single pipe line:
152
-
-
Manhole Covers: 560 mm diameter C.I. cover (Heavy duty) the weight of the cover to be not less than 108 kg.
114
-
-
PCC- 100 mm thk
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
Manhole
Belching
For 164 numbers
168.3
-
-
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
vi) RCC M 25 Grade
a. upto 5 m height
Case - II : With Batching Plant, Transit Mixer and Concrete Pump
Manhole
Raft
Wall Bottom
Wall Top
263
-
-
Reinforcement
Supplying, fitting & placing Thermo-Mechanically treated bar/ cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.
For 83 numbers
13.15
-
-
ELECTRICAL WORK - UTILITY CORRIDOR
-
-
-
Road Crossing @ 150m, RMU / FP Connectivity and Cross Over Drain Crossing Pipe for width more than 2 Meter
-
-
-
Supply, Installation, Testing and Commissioning (SITC) of Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene (conforming to IS 14930 II) with necessary connecting accessories of same material at required depth for laying of cable. below ground/ road surface for enclosing cable and back filling the same to make ground as per original.
-
-
-
200 mm ID
10614
-
-
150 mm ID
23961
-
-
Horizontal Drilling (HDD) Method: Boring and Supply & laying of 50 to 150mm dia HDPE pipe direct into the earth of 2500mm depth below the ground surface without effecting the existing road by moling / manually digging/drilling horizontally or diagonically direction for road crossing /water supply line/Telecommunication line/Gas Pipe line etc. including excavation earth for entry pit as per direction of Engineer-in- charge.
19129
-
-
Cable Tray System
-
-
-
Supply, installation, testing and commissioning of following size of Hot Diped Galvanized Ladder Type of Cable tray with Coupler Plate and Hardware in exisiting RCC Cable Trench on structural support as per direction of Engineer-in- charge.
-
-
-
100 mm width X 50 mm depth X 2 mm thickness
40870
-
-
450 mm width X 50 mm depth X 2.0 mm thickness
81739
-
-
Supply, installation & testing of G.I. earth station with perforated 50 mm dia and 4.50 Metre long heady duty G.I. pipe with necessary 50 mm dia. G.I. Fittings such as Socket, Tee, elbow, nipple and 65 mmx50 mm G.I. reducing socket for funnel including locking arrangement 300 mmx300 mmx6 mm hinged cover C.I. earth plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt.
493
-
-
Supply and Laying of 25X6mm GI strip inside the Cable Tray for contineous lenght of the Tray as well as for connecting multi-tier Cable Trays with each other at a distance of every 10 meter and connecting it to a main earth electrode at every 100 meter interval, including termination/ interconnecting with GI Nut/Bolts, washer, Spring washer etc. as required. Jointing shall be done by overlapping & with two sets of Nut/ bolts and spring washer spaced at 50mm.
99659
-
-
DWC pipe for Consumer Tapping (Applicable for Pipe Duct with Manhole System)
-
-
-
Supply, Installation, Testing and Commissioning (SITC) of Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene (conforming to IS 14930 II) with necessary connecting accessories of same material at required depth for laying of cable encashed in slab cover of drain (below footpaath) for laying cable towards consumers end.
-
-
-
32 mm (Provision for Consumer Tapping)
6081
-
-
Design and Constructing RCC Chamber of size 500mm x 40mm x 700mm inside and allied works as shown in tender drawing, in M25 Grade cement concrete and Fe500 Reinforcement for OFC/LT Service Cable, including providing and placing removable RCC covers in M25 Grade cement concrete and Fe500 Reinforcement.
663
-
-
Pipe Duct with Manhole@ 30 Meter
-
-
-
Supply, Installation, Testing and Commissioning (SITC) of Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene (conforming to IS 14930 II) with necessary connecting accessories of same material at required depth for laying of cable. below ground/ road surface for enclosing cable and back filling the same to make ground as per original.
-
-
-
300 mm ID (For LT)
5295
-
-
200 mm ID (For RCC Chamber to Feeder Pillar Opening)
3666
-
-
150 mm ID (For 33KV HT)
3680
-
-
150 mm ID (For ICT)
27118
-
-
150 mm ID (For LT)
45195
-
-
150 mm ID (for 11KV HT)
29401
-
-
RFID Marker and Locator
-
-
-
SITC of RFID based Electronic Cable Marker of size 22.5cm Dia, laid at max 1.5 m depth with provision for 10 Digit Hexadecimal ID Code.
164
-
-
Supply and providing of Marker Locator having 8000 Marker records,
Built in GPS Module, 1.5m Depth Range 4 X 20 Digit LCD Display
2
-
-
Caution Tape
-
-
-
Supply, installation, providing and laying of a pre-warning PVC yellow tape with size 152 microns thick HDDPEl, 1300 mm width and shall be laid below ground level in the earth about 500 mm deep along the route of pipes and in jointing bays. The warning tape shall also contain the "WARNING" printed in black letters as under "CAUTION: 11000 VOLTS TSECL CABLE".
8096
-
-
ELECTRICAL WORK - OVERHEAD LINES TO UNDERGROUND CABLE SYSTEM WORKS
-
-
-
DGPS SURVEY WORK
-
-
-
DGPS Survey, Submission of construction drawing of the Existing Electrical System and obtain NOC from various stakeholders : Detailed Survey of route alignment with covering of existing Distribution Sub-Station along with overhead Transmission/sub-transmission & distribution line , submission of route alignment, profile, final survey and DGPS survey with profile in details indicating road crossing, Electric poles, transformers and other equipment's as per specification.
26
-
-
ELECTRO-MECHANICAL WORKS
-
-
-
33kV UNDER GROUND DISTRIBUTION SYSTEM
-
-
-
Supply of following sizes TR-XLPE(E) 33KV insulated ISI marked and approved make. Aluminium conductor armoured cables suitable for working voltage upto 33000 volts as per specifications and approved make.
-
-
-
1 Core X 400 sq. mm.
15030
-
-
Laying of 33kV POWER CABLES _ Existing RCC Trench: Laying of 33kV TR-XLPE (E) Aluminium conductor armoured cables suitable for working voltage upto 33000Volts of below given sizes in existing RCC cable trench on M.S. cable trays including proper dressing of the cable in an approved manner complete as required.
-
-
-
1 Core X 400 sq. mm.
13870
-
-
Preparation of Cable Trench by HDD Method_Boring and Supply & laying of 50 to 150mm dia HDPE pipe direct into the earth of 2500mm depth below the ground surface without effecting the existing road by manually digging/drilling horizontally or diagonically direction for road crossing /water supply line/Telecommunication line/Gas Pipe line etc. including excavation earth for entry pit as per direction of Engineer-in-charge.
140
-
-
Laying of 33kV POWER CABLES _ Through HDPE pipe: Laying of 33kV TR-XLPE (E) Aluminium conductor armoured cables suitable for working voltage upto 33000Volts of below given sizes in HDPE pipe (already laid) in above item, by manual method complete with necessary connections in an approved manner complete as required.
-
-
-
1 Core X 400 sq. mm.
1160
-
-
Cable Termination _ Indoor Type: Supply, Erection and commissioning of heat shrinkable type indoor termination along with necessary accessories to accommodate for below given sizes of 33kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc. in an approved manner complete as required and as per specifications.
-
-
-
1 Core X 400 sq. mm.
6
-
-
Straight Through Joints: Supply, Erection and commissioning of heat shrinkable type Single Core H.T Cable straight through joints along with boots (SILCAB-T) to accommodate the below given sizes of 33kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc.in an approved manner complete as required and as per specifications.
-
-
-
1 Core X 400 sq. mm.
69
-
-
Cable Termination _ Outdoor Type: Supply, Erection and commissioning of heat shrinkable type Outdoor termination along with necessary accessories to accommodate for below given sizes of 33kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc. in an approved manner complete as required and as per specifications.
-
-
-
1 Core X 400 sq. mm.
24
-
-
11kV UNDER GROUND DISTRIBUTION SYSTEM
-
-
-
11kV RING MAIN UNIT (RMU)
-
-
-
11kV RING MAIN UNIT : 3 way Out-Door type RMU, extensible type, at 11kV system volatge and breaking capacity 20kA for 3sec, system comprising of : a) Two (2) Nos. 11kV, 630Amp. load break switched including earthing switches with making capacity, One (1) No. of VCB, 630A, all enclosed in SF6 filled robotically welded tank with non-magnetic/no-ferritic SS sheets having mechanical ON/OFF, earth indications with fault current indicator for XLPE Aluminium Cable upto 3Cx300Sq.mm. b) Cu Bus - Bar of 630 Amp. rating c) Incoming Isolators shall have FPI with electrical reset contact / facility.
d) All necessary potential-free contacts for indications relevant to RMU monitoring and control.
e) Capacitor Voltage Dividers serving live-line cable indicators in each LBS/Isolator.
110
-
-
11kV RING MAIN UNIT: 4 way Out-Door type RMU, extensible type, at 11kV system volatge and breaking capacity 20kA for 3sec, system comprising of : a) Three (3) Nos. 11kV, 630Amp. load break switched including earthing switches with making capacity, One (1) No. of VCB of 630A, all enclosed in SF6 filled robotically welded tank with non-magnetic/no-ferritic SS sheets having mechanical ON/OFF, earth indications with fault current indicator for XLPE Aluminium Cable upto 3Cx300Sq.mm. b) Cu Bus - Bar of 630 Amp. rating c) Incoming Isolators shall have FPI with electrical reset contact / facility.
d) All necessary potential-free contacts for indications relevant to RMU monitoring and control.
e) Capacitor Voltage Dividers serving live-line cable indicators in each LBS/Isolator.
62
-
-
11kV RING MAIN UNIT: 5 way Out-Door type RMU, extensible type, at 11kV system volatge and breaking capacity 20kA for 3sec, system comprising of : a) Four (4) Nos. 11kV, 630Amp. load break switched including earthing switches with making capacity, One (1) No. of VCB of 630A, all enclosed in SF6 filled robotically welded tank with non-magnetic/no-ferritic SS sheets having mechanical ON/OFF, earth indications with fault current indicator for XLPE Aluminium Cable upto 3Cx300Sq.mm. b) Cu Bus - Bar of 630 Amp. rating c) Incoming Isolators shall have FPI with electrical reset contact / facility.
d) All necessary potential-free contacts for indications relevant to RMU monitoring and control.
e) Capacitor Voltage Dividers serving live-line cable indicators in each LBS/Isolator.
27
-
-
11kV RING MAIN UNIT: 6 way Out-Door type RMU, extensible type, at 11kV system volatge and breaking capacity 20kA for 3sec, system comprising of : a) Five (5) Nos. 11kV, 630Amp. load break switched including earthing switches with making capacity, One (1) No. of 630A VCB, all enclosed in SF6 filled robotically welded tank with non-magnetic/no-ferritic SS sheets having mechanical ON/OFF, earth indications with fault current indicator for XLPE Aluminium Cable upto 3Cx300Sq.mm. b) Cu Bus - Bar of 630 Amp. rating c) Incoming Isolators shall have FPI with electrical reset contact / facility.
d) All necessary potential-free contacts for indications relevant to RMU monitoring and control.
e) Capacitor Voltage Dividers serving live-line cable indicators in each LBS/Isolator.
4
-
-
Supply of following sizes TR-XLPE(E) 11KV insulated ISI marked and approved make. Aluminium conductor armoured cables suitable for working voltage upto 11000 volts as per specifications and approved make
-
-
-
3CX240 Sqmm.
34835
-
-
3CX70 Sqmm.
6155
-
-
Laying of 11kV POWER CABLES _ In Existing RCC Trench: Laying of 11kV TR-XLPE (E) Aluminium conductor armoured cables suitable for working voltage upto 11000Volts of below given sizes in existing RCC cable trench on M.S. cable trays including proper dressing of the cable in an approved manner complete as required.
-
-
-
3CX240 Sqmm.
33392
-
-
3CX70 Sqmm.
5156
-
-
Preparation of Cable Trench by HDD Method:
Boring and Supply & laying of 50 to 150mm dia HDPE pipe direct into the earth of 2500 mm depth below the ground surface without effecting the existing road by manually digging/drilling horizontally or diagonically direction for road crossing /water supply line/Telecommunication line/Gas Pipe line etc. including excavation earth for entry pit as per direction of Engineer-in-charge.
4299
-
-
Laying of 11kV POWER CABLES _ Through HDPE pipe : Laying of 11kV TR-XLPE (E) Aluminium conductor armoured cables suitable for working voltage upto 33000 Volts of below given sizes in HDPE pipe (already laid) in above item, by manual method complete with necessary connections in an approved manner complete as required.
-
-
-
3CX240 Sqmm.
1443
-
-
3CX70 Sqmm.
1164
-
-
Cable Termination _ Indoor Type: Supply, Erection and commissioning of heat shrinkable type indoor termination along with necessary accessories to accommodate following sizes of 11kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc. in an approved manner complete as required and as per specifications.
-
-
-
3CX240 Sqmm.
418
-
-
3CX70 Sqmm.
182
-
-
Straight Through Joints: Supply, Erection and commissioning of heat shrinkable type Three Core H.T Cable straight through joints along with boots (SILCAB-T) to accommodate following sizes of 11kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc.in an approved manner complete as required and as per specifications.
-
-
-
3CX240 Sqmm.
78
-
-
3CX70 Sqmm.
15
-
-
Cable Termination _ Outdoor Type: Supply, Erection and commissioning of heat shrinkable type Outdoor termination along with necessary accessories to accommodate following sizes of 11kV TR-XLPE(E) aluminium cable complete with all kit contents including earth continuity connection along with 3 nos. crimpling type aluminium lugs / thimbles of suitable capacity including making joints etc. in an approved manner complete as required and as per specifications.
-
-
-
3CX240 Sqmm.
81
-
-
3CX70 Sqmm.
179
-
-
Distribution Transformer
-
-
-
Supply, Installation, Testing, & Commissioning of 3 Phase, 11/0.4kV, 50Hz oil immersed outdoor type Distribution Transformer DYN11, off-load tap changer of rating +5% to -5% @2.5%. Temp Rise - Oil/Winding 40/50 Deg cel. Losses and Impedance as per IS-1180:2014 Energy Efficiency Level-02, with all necessary fittings and accessories on existing structure complete as required of below givens ratings:
-
-
-
100kVA 11/0.4KV Distribution Transformer
100
-
-
200kVA 11/0.4KV Distribution Transformer
47
-
-
315kVA 11/0.4KV Distribution Transformer
25
-
-
500kVA 11/0.4KV Distribution Transformer
31
-
-
Providing and erection of composite structure including supply of poles, 10Kgf/cm2 100mm dia heavy duty finolex make PVC pipe for protection of cable, hot dipped structural sections for mounting transformers/RMU & chain pulley block and required clamps for fitting cables, structures, 100mm dia PVC pipe etc with all hardwares, suitable M.S. grill fencing with hinged door entry with suitable locking arrangement RMU/Transformer centra and its accessories such as clamps, hardwares, pipe etc with necessary muffing with PCC for commissioning of 11kV/400V Distribtion Transformers of different capacity as per approved drawings of engineer in charge including the dismentalling of pole mounted existing distribution transformer.
203
-
-
Pipe Earthing : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.
718
-
-
Earth Strip: Supply and Erection of GI tape 25mm x 5 mm thick from earth electrode directly in ground and surface fixed with GI stapples of same size.
17094
-
-
Copper Strip: Supply and Erection of GI tape 25mm x 5 mm thick from earth electrode directly in ground and fixed with brass nut bolts.
2842
-
-
Supply and fixing of below given sizes HDPE pipe as per IS of different length as per requirement using for cable riser to overhead lines and other purpose, Pipe should be proper tie up with poles by the help of MS clamp and nuts bolts etc.
-
-
-
110mm dia
1512
-
-
50mm dia
756
-
-
LT UNDER GROUND DISTRIBUTION SYSTEM
-
-
-
LV Distribution Box : Supply, Erection, Testing, Commossioning of L.T Distribution Box for the existing DT`s with the following switchgears and otehr necessary accessories and inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters.
-
-
-
100 kVA DTR
INCOMING:
200A, 4P, 25KA MCCB with T/M release with following accessories:
Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights.
BUSBARS:
4 Pole, Alum. With heat shrinkable sleeves in following capacities:
300A, 400V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves.
OUTGOINGS:
100A, 4Pole MCCB-25KA with T/M protection - 2 Sets
3 Phase 4 Wire energy meter - 2 nos.
100
-
-
200 kVA DTR
INCOMING:
400A, 4P, 25KA MCCB with T/M release with following accessories:
Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights.
BUSBARS:
4 Pole, Alum. With heat shrinkable sleeves in following capacities:
500A, 400V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves.
OUTGOINGS:
160A, 4Pole MCCB-25KA with T/M protection - 3 Sets
3 Phase 4 Wire energy meter - 3 nos.
47
-
-
315 kVA DTR
INCOMING:
630A, 4P, 36KA MCCB with T/M release with following accessories:
Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights.
BUSBARS:
4 Pole, Alum. With heat shrinkable sleeves in following capacities:
800A, 400V, 50Hz. 36KA, 4 Strips, Aluminium with heat shrinkable sleeves.
OUTGOINGS:
160A, 4Pole MCCB-25KA with T/M protection - 5 Sets
3 Phase 4 Wire energy meter - 5 nos.
25
-
-
500 kVA DTR
INCOMING:
800A, 4P, 36KA ACB with T/M release with following accessories:
Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights.
BUSBARS:
4 Pole, Alum. With heat shrinkable sleeves in following capacities:
800A, 400V, 50Hz. 36KA, 4 Strips, Aluminium with heat shrinkable sleeves.
OUTGOINGS:
160A, 4Pole MCCB-25KA with T/M protection - 6 Sets
3 Phase 4 Wire energy meter - 6 nos.
31
-
-
Supply of following sizes 1.1KV Al. XLPE insulated ISI marked and approved make. Aluminium conductor armoured cables suitable for working voltage upto 1100 volts as per specifications and approved make
-
-
-
1Core 185 Sqmm
93270
-
-
4Core 70 Sqmm
1455
-
-
4Core 50 Sqmm
6318
-
-
4Core 35 Sqmm
33240
-
-
Laying of LV CABLES _In Existing RCC Trench: Laying of 1.1kV XLPE (E) Aluminium conductor armoured cables suitable for working voltage upto 1100Volts of below given sizes in existing RCC cable trench on M.S. cable trays or in existing pipes, including proper dressing of the cable in an approved manner complete as required.
-
-
-
1Core 185 Sqmm
83943
-
-
4Core 70 Sqmm
1309.5
-
-
4Core 50 Sqmm
5686
-
-
4Core 35 Sqmm
29916
-
-
Preparation of Cable Trench by HDD Method:
Boring and Supply & laying of 50 to 150mm dia HDPE pipe direct into the earth of 2500mm depth below the ground surface without effecting the existing road by moling / manually digging/drilling horizontally or diagonically direction for road crossing /water supply line/Telecommunication line/Gas Pipe line etc. including excavation earth for entry pit as per direction of Engineer-in-charge.
3217
-
-
Laying of LV CABLES _Through HDPE Pipe: Laying of 1.1kV XLPE (E) Aluminium conductor armoured cables suitable for working voltage upto 1100Volts of below given sizes in n HDPE pipe (already laid) in above item, by manual method complete with necessary connections in an approved manner complete as required.
-
-
-
1Core 185 Sqmm
4664
-
-
4Core 70 Sqmm
73
-
-
4Core 50 Sqmm
316
-
-
4Core 35 Sqmm
1662
-
-
Laying of LV CABLES _ In Open Air: Laying of following size XLPE(E) 1.1kV (LV) Aluminium conductor armoured cables suitable for working voltage upto 1100Volts, in open air (From Distribution Transformer to LTDB) including necessary connections digging in ordinary rocky soil and refilling with primary compaction of trenches including proper dressing of the cable in an approved manner complete as required
-
-
-
1Core 185 Sqmm
4664
-
-
4Core 70 Sqmm
73
-
-
4Core 50 Sqmm
316
-
-
4Core 35 Sqmm
1662
-
-
LV CABLES _ End Termination: Supply and Erection of Termination kits comprising of double brass compression gland and aluminium lugs. for 1100 V grade XLPE insulated PVC sheathed aluminium wire wound armouring for single core and galvanized steel strip wound armoured for multicore 'Aluminium conductor' power cable of the following sizes as per enclosed detailed specifications and relevent IS .
-
-
-
1Core 185 Sqmm
793
-
-
4Core 70 Sqmm
50
-
-
4Core 50 Sqmm
246
-
-
4Core 35 Sqmm
1565
-
-
1.1 KV Grade "T" joint suitable for 185sq.mm.- 185sq.mm.- 70sq.mm., 185sq.mm.- 185sq.mm.- 50sq.mm. and 185sq.mm.- 185sq.mm.- 35sq.mm. inclusive of all items required for the connection and ensuring waterproofing at the jointing area.
700
-
-
Supplying, Installation, testing and commissioning of OUTDOOR TYPE, compartmentalized, double door Feeder Pillars fabricated out of suitable size angle iron and flats and covered with 2mm thick cold rolled CRCA sheet, weather proof powder coated painting etc., complete with Al. Bus Bar, inter-connection with solid/stranded copper conductor wire/copper strips, glands neutral links, name plate and pad locking facility etc. including the following switchgears etc., complete as required with detailed specification:
-
-
-
6Way FP-TYPE A
INCOMING:
160A, 4P, 25KA MCCB with T/M release
BUSBARS:
4 Pole, Alum. With heat shrinkable sleeves in following capacities:
200A, 415V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves.
OUTGOINGS:
10A, SPN MCB-10KA with T/M protection - 14 Sets
32A, TPN MCB-10KA with T/M protection - 2 Sets
125A, FP MCCB-25KA with T/M protection - 1 Set
6
-
-
6Way FP-TYPE B
INCOMING:
125A, 4P, 25KA MCCB with T/M release
BUSBARS:
4 Pole, Alum. With heat shrinkable sleeves in following capacities:
150A, 415V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves.
OUTGOINGS:
10A, SPN MCB-10KA with T/M protection - 14 Sets
32A, TPN MCB-10KA with T/M protection - 2 Sets
125A, FP MCCB-25KA with T/M protection - 1 Set
24
-
-
6Way FP-TYPE C
INCOMING:
100A, 4P, 25KA MCCB with T/M release BUSBARS:
4 Pole, Alum. With heat shrinkable sleeves in following capacities:
150A, 415V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves.
OUTGOINGS:
10A, SPN MCB-10KA with T/M protection - 14 Sets
32A, TPN MCB-10KA with T/M protection - 2 Sets
100A, FP MCCB-25KA with T/M protection - 1 Set
134
-
-
6Way FP-TYPE D
INCOMING:
63A, 4P, 16KA MCCB with T/M release BUSBARS:
4 Pole, Alum. With heat shrinkable sleeves in following capacities:
100A, 415V, 50Hz. 25KA, 4 Strips, Aluminium with heat shrinkable sleeves.
OUTGOINGS:
10A, SPN MCB-10KA with T/M protection - 14 Sets
32A, TPN MCB-10KA with T/M protection - 3 Sets
650
-
-
Pipe Earthing : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.
1724
-
-
6SWG Earth Wire: Providing & laying earth connection from earth electrode with 6 SWG GI Wire from earth electrode
8620
-
-
Installation of LV Feeder Pillars
803
-
-
Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required.
212
-
-
Service Cable Connection
-
-
-
Provision of Undergrounding Service Cable including excavation, refilling for each 1-Phase consumers with 2x6 Sqmm Al. unarmoured cable in 20mm dia HDPE pipe.
204800
-
-
Provision of Undergrounding Service Cable including excavation, refilling for each 3-Phase consumers with 4x6 Sqmm Al. unarmoured cable in 20mm dia HDPE pipe
32120
-
-
MISCELLANEOUS WORK
-
-
-
Dismantling of exisitng overhead network (including poles, conductors and other accessories) and shifting them to designated space as directed by department.
76.86
-
-
Design, Manufacturer, Supply of compact compressive multifunction Cable Fault Locator mounted on VAN for identification of the location of faults as per technical specfication (Megger Make)
1
-
-
TEMPORARY UTILITY SHIFTING - OVERHEAD LINES
-
-
-
Activity No. 1: Supply, installation, testing and commissionng of 33 KV S/C Line Pin type with100 mm2 ACSR lines on 152 X 152 mm 11 mtr. RSJ Pole with complete accessories as per the technical specification Section 6 Part A-2; Electrical Annexure - 03 and TSECL (Tripura State Electricity Corporation Limited) standards and direction of the Engineer.
6
-
-
Activity No. 2: Supply, installation, testing and commissionng of 11 KV Single circuit Pin type with 100sq.mm ACSR lines on 152x152 mm 11 mtr RSJ poles with complete accessories as per the technical specification Section 6 Part A-2; Electrical Annexure - 03 and TSECL (Tripura State Electricity Corporation Limited) standards and direction of the Engineer.
20
-
-
Activity No. 3: Supply, installation, testing and commissionng of 11 kV Two Pole Structure with GOD, DO Fuse, LA, Insulators, Transmission Line with complete accessories as per the technical specification Section 6 Part A-2; Electrical Annexure - 03 and TSECL (Tripura State Electricity Corporation Limited) standards and direction of the Engineer.
65
-
-
Activity No. 4: Supply, installation, testing and commissionng of L.T. LINE 3 ph 4 W. on 125 X 70mm, 8m RSJ pole With ANT for phase & GNAT for neutral with complete accessories as per the technical specification Section 6 Part A-2; Electrical Annexure - 03 and TSECL (Tripura State Electricity Corporation Limited) standards and direction of the Engineer.
22
-
-
Activity No. 5: Supply, installation, testing and commissionng of 11 KV composite line (HT & LT) with ACSR 100 sqmm, Ant.& Gnat. conductor on RSJ 100 X116 mm -11 mtr. Long with complete accessories as per the technical specification Section 6 Part A-2; Electrical Annexure - 03 and TSECL (Tripura State Electricity Corporation Limited) standards and direction of the Engineer.
22
-
-
Activity No. 6: Supply, laying, testing and commissionng of 11kV 3 Core 240 Sqmm XLPE Cable with complete accessorie as per the technical specification Section 6 Part A-2; Electrical Annexure - 03 and TSECL (Tripura State Electricity Corporation Limited) standards and direction of the Engineer.
5
-
-
Activity No. 7: Supply, laying, testing and commissionng of 3.5 Core 300 Sqmm LT XLPE Cable with complete accessories as per the technical specification Section 6 Part A-2; Electrical Annexure - 03 and TSECL (Tripura State Electricity Corporation Limited) standards and direction of the Engineer.
5
-
-
ELECTRICAL WORKS
Dismantling Cost for Existing Overhead Line
-
-
-
Dismantling of 7 mtrs, 8 mtrs & 9 mtrs length of Steel tubular pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect
266
-
-
Dismantling of 7.5 mtrs, 8 mtrs length of PCC pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect
116
-
-
Dismantling of MS Channel Cross arm
266
-
-
Dismantling of MS Angle Cross arm
266
-
-
Dismantling of 11 KV Pin insulator alongwith Pin
798
-
-
Dismantling of (Single Conductor) ACSR 6/1/3.35mm dia 'Rabbit' including coiling etc. complete as required
33840
-
-
Dismantling of 1KM (Single Conductor) ACSR 6/7/4.72/1.57mm dia 'DOG' including coiling etc. complete as required
56400
-
-
Dismantling of Stay Set
55
-
-
Dismantling of Shackle Insulator
1330
-
-
Dismantling of 11 KV Single Disc Insulator
161
-
-
Dismantling of 11 KV Gurading wire
266
-
-
Dismantling & refixing of Street light connection
266
-
-
Dismantling of 9KV, 5KA single pole metal oxide gapless type LA, including necessary connection, 11KV DOF unit set of three nos.,11 KV 200A GOS unit set of three nos
9
-
-
Temporary Installation of New Overhead 11KV / LT Distribution line Cost (including DP structure)
-
-
-
Supply of 9 m full galvanised pole
78
-
-
Erection of 7 mtrs, 8mtrs & 9 mtrs length of Steel Tubular pole at any kind of soil upto a depth of 1/6 th of pole height, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect
382
-
-
Supply of ACSR Rabbit (50 sq.mm.) Conductor
5.41
-
-
Laying and stringing of 1KM (Single conductor ACSR 6/1/3.35 mm dia single 'RABBIT' including hoisting and binding etc. complete as required in KM
5.41
-
-
Supply of ACSR Dog (100 sq.mm.) Conductor
9.02
-
-
Laying and stringing of 1KM (Single conductor ACSR 6/7/4.72/1.57 mm dia single 'DOG' including hoisting and binding etc. complete as required in KM
9.02
-
-
Erection of "V" cross arm 100x50x50x6 mm MS channel (excluding the cost of Back Clamp and nuts and Bolts)
78
-
-
Erection of MS channel cross -arm, 0.6 to 2.8 mtr long 100 x 50 x 50 x 6mm (excluding the cost of back clamp, nut and bolts)
78
-
-
Supply of MS Channel 100x50x6mm
59.28
-
-
Supply of MS Nuts and Bolts i/c washer of assorted size IS mark machine made.
103.19
-
-
Supply of fabricated clamps of assorted size of MS Flat (50x6mm) with double coat red oxide primer coating
49.14
-
-
Erection of 11KV Pin insulator alongwitgh Pin
234
-
-
Supply of 11KV 320mm CD Polymer Composite Pin Insulator
46.8
-
-
Erection of 11KV protective guarding by GI wire 8SWG as per technical specification, across road/ river/ telecom line etc. in horozontal formation complete.
78
-
-
Supply of MS Angle 65 x 65 x 6 mm (in Kg for Gaurding)
199.06
-
-
Supply of GI wire 4mm (8SWG) ( for Guard wire)
30.65
-
-
Supply of GI Stay Set HT 20 sq.mm.
130
-
-
Supply of 11KV Stay/Guy insulator (Porcelin)
130
-
-
GI Stay wire 7/2.5 mm
1.3
-
-
Supply of GI Stay Set LT 16 sq.mm.
130
-
-
Supply of LT Stay/Guy insulator (Porcelin)
130
-
-
Erection of Stay direct in earth complete with 19mm x 1800mm long stay rod anchor plate of size 300 x 300 x 8 mm, thimble, turn buckle, 7/3.15 mm dia GI stranded stay wire and strain insulator with supply of MS Clamp, nuts and bolts etc. as required and making complete all respect
260
-
-
Supply, installation, testing & commissioning of clamp of assorted size of MS flat ( 50 x 6 mm) with double coatof red oxide, 2.5 mtr long 40mm dia GI pipe Make TATA/ Jindal, 60 KG salt & 55 KG Charcoal inclusive of nuts bolts and washers and other related works as reqd.
16
-
-
Supply of GI wire 3.15mm (8 SWG)
0.22
-
-
Laying of 8SWG GI wire at 300mm below the ground level for earthing of Sub station equipments from the earth electrode
16
-
-
Removal of Temporary Installation of New Overhead 11KV / LT Distribution line Cost
-
-
-
Dismantling of 7 mtrs, 8 mtrs & 9 mtrs length of Steel tubular pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect
78
-
-
Dismantling of (Single Conductor) ACSR 6/1/3.35mm dia 'Rabbit' including coiling etc. complete as required
5414.4
-
-
Dismantling of 1KM (Single Conductor) ACSR 6/7/4.72/1.57mm dia 'DOG' including coiling etc. complete as required
9024
-
-
Dismantling of "V" cross arm 100x50x50x6 mm MS channel
78
-
-
Dismantling of MS channel cross -arm, 0.6 to 2.8 mtr long 100 x 50 x 50 x 6mm
78
-
-
Dismantling of 11KV Pin insulator alongwitgh Pin
234
-
-
Dismantling of 11KV 320mm CD Polymer Composite Pin Insulator
234
-
-
Dismantling of 11KV protective guarding by GI wire 8SWG as per technical specification, across road/ river/ telecom line etc. in horozontal formation complete.
78
-
-
Dismantling of MS Angle Cross arm, 1.0 to 1.6 mtr. long 65 x 65 x 6 mm
78
-
-
Dismantling of Stay Set from earth complete with 19mm x 1800mm long stay rod, anchor plate of size 300 x300 x 8 mm, thimble, turn buckle, 7/3.15mm dia G.I. stranded stay wire and strain insulator etc. and making complete in all respect
260
-
-
Estimate for Construction of Sub-Station
-
-
-
Supply of 9.0 mtr. Long Galvanised steel tubular poles
78
-
-
Erection of 7 mtrs, 8 mtrs and 9 mtrs length of Steel tubular pole at any kind of soil upto a depth of 1/6 th of pole height, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect.
78
-
-
Grouting Steel Tubular pole with CC work of ratio 1:2:4 (one cement:two sand:four Jhama Brick) aggregates of 20mm nominal size including supply of cement, sand and brick aggregate complete with excavation, reffiling, of earth ramming along with centering and suttering as required @0.273 cum/pole as per direction of Engg-in-charge.
21.29
-
-
Supply of MS Nuts and Bolts i/c washer of assorted size IS mark machine made.
2882.88
-
-
Supply of fabricated clamps of assorted size of MS Flat (50x6mm) with double coat red oxide primer coating
1310.4
-
-
Erection of 9KV, 5KA Single pole metal oxide gapless type LA including necessary connection complete as per technical specification.
117
-
-
Erection of 11KV DOF unit set of 3 nos including necessary connections complete as per technical specification (excluding cost of back clamp nuts and bolts).
39
-
-
Erection of 11KV, 200A DOS unit set of 3 nos including necessary connections complete as per technical specification (excluding cost of back clamp nuts and bolts).
39
-
-
Supply of 11KV Polimeric LA (9KV, 5KA)
117
-
-
Supply of 11KV Dropout Fuse (porcelin)
39
-
-
Supply of 11KV Gang Operated Switch (polymeric type)
39
-
-
Supply of MS Channel 100 x 50 x 6mm
1152.79
-
-
Erection of MS channel cross -arm, 0.6 to 2.8 mtr long 100 x 50 x 50 x 6mm / 150 x 75 x 5.7 mm (excluding the cost of back clamp, nut and bolts)
585
-
-
Supply of MS Channel 75 x 40 x 6mm
3423.9
-
-
Erection of MS Angle cross -arm, 1.0 to 2.5 mtr long 65 x 65 x 6mm (excluding the cost of back clamp, nut and bolts)
39
-
-
Supply of MS Angle 65 x 65 x 6mm
665.03
-
-
Erection of MS channel cross -arm, 1.3 to 2.8 mtr long 75 x 40 x 40 x 6mm (excluding the cost of back clamp, nut and bolts)
156
-
-
Supply of ACSR Rabbit (50 sq.mm.) Conductor
1.95
-
-
Laying and stringing of 1KM (Single conductor ACSR 6/1/3.35 mm dia single 'RABBIT' including hoisting and binding etc. complete as required in KM
1.95
-
-
Supply of 185 sq. mm. PVC Cable (Single Core)
1.95
-
-
Aluminium lug for XLPE 1C x 185 sq.mm.
235
-
-
Laying and fixing of 1 no. PVC insulated and PVC sheathed / XLPE power cable of 1.1KV grade of following size on wall surface as required:
above 95 sq.mm and upto 185 sq.mm. ( clamped with 25/40x3mm MS flat Clamp)
1950
-
-
Supply, installation, testing & commissioning of clamp of assorted size of MS flat ( 50 x 6 mm) with double coatof red oxide, 2.5 mtr long 40mm dia GI pipe Make TATA/ Jindal, 60 KG salt & 55 KG Charcoal inclusive of nuts bolts and washers and other related works as reqd.
117
-
-
Laying of 8SWG GI wire at 300mm below the ground level for earthing of Sub station equipments from the earth electrode
117
-
-
Supply of GI wire 3.15mm (8 SWG)
0.24
-
-
Supply of GI Stay wire 7/3.15mm (10 SWG)
195
-
-
Supply of GI Stay Set LT 16 sq. mm.
78
-
-
Erection of Stay direct in earth complete with 19mm x 1800mm long stay rod anchor plate of size 300 x 300 x 8 mm, thimble, turn buckle, 7/3.15 mm dia GI stranded stay wire and strain insulator with supply of MS Clamp, nuts and bolts etc. as required and making complete all respect
78
-
-
Supply of Danger Plate (HT)
39
-
-
Estimate for Under Ground System 11KV Underground Cabling
-
-
-
Supply, laying & commissioning of 11KV, 3C X 240 SQ.MM, TR-XLPE€ Aluminium conductor armoured cables suitable for working voltage upto 11000volts in existing pipe/Duct/Hume pipe/Trenches in an approved manner complete as required as per direction of Eng. in charge.
633.5
-
-
Supply of HDPE Pipe, PE-100 Grade, PN-8 (SDR-17) 110 mm Inner Dia, Wall thickness: minimum-6.5 mm, Maximum-7.3 mm.
19349
-
-
Supplying and making Indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11KV grade as required:
Above 150 sqmm to 300 sqmm
6
-
-
Supplying and making Outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11KV grade as required:
Above 150 sqmm to 300 sqmm
4
-
-
Laying of different sizes DWC HDPE pipes ISI marked along with all accessories like socket, bend, coupler etc. conforming tyo IS : 14930, Part-II complete with fitting nd cutting, jouinting etc. in the existing trench, complete as required
19349
-
-
LT Under Ground Cabling
-
-
-
Supplying and laying of the following XLPE insulated PVC sheathed aluminium armoured cable including connection etc. as required
3.5C x 185 sq.mm.
12239
-
-
Supply of HDPE Pipe, PE-100 Grade, PN-8 (SDR-17) 110 mm Inner Dia, Wall thickness: minimum-6.5 mm, Maximum-7.3 mm.
98472.5
-
-
Supplying and making Indoor / outdoor cable end termination complete with all accessories including lugs suitable for following size of 3 core 185 sqmm, XLPE aluminium conductor cable of 1.1KV grade as required
169
-
-
LT cable kit for XLPE 3C x 185 sqmm (straight through joint)
124
-
-
Manually digging/ drilling horizontally or diagonaly direction for road crossing / water supply line/ telecommunication line/ gas pipe line/ etc. including laying of 64 to 200 mm dia GI pipe direct into earth at a depth of minimum 1100 mm below the ground surface without effecting the existing road including excavation earth for entry pit as per site condition and direction of engineer-in-charge.
942.75
-
-
Laying of different sizes DWC HDPE pipes ISI marked along with all accessories like socket, bend, coupler etc. conforming to IS : 14930, Part-II complete with fitting nd cutting, jouinting etc. in the existing trench, complete as required
98472.5
-
-
Supply, Installation, testing and commissioning of 63mm dia, wall thickness: minimum - 3.7mm, maximum 4.2mm.
117400
-
-
Supply & laying of 250mm wide and 100 microns thick (HDDPE/LLDPE) pre-warning Yellow colour tape. The warning tape shall be printed in RED letter (in English as well as Bengali) as "CAUTION: TSECL, ELECTRIC POWER CABLE" and to be placed at about 500mm depth from ground level along the cable route
14613.75
-
-
Providing of Pre cast cement concrete cable identification route marker (1cement: 2 coars sand :4 graded stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement morter 1:3 (1 cement : 3 fine sand ) etc. complete, excluding the plastering of jambs, sills and soffits as per design, drawing and specification of TSECL. The marker shall be embossed " DANGER: TSECL, ELECTRIC POWER CABLE" with Black colour (both side). The visible part shall be painted with yellow colour japan paint. (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement morter 1:3 ( 1 cement : 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffits.
177
-
-
Service Cable connection
-
-
-
Supply, Installation, testing and commissioning of PVC cable 2 core 10 sqmm Al
39360
-
-
Supply, Installation, testing and commissioning of PVC cable 4 core 50 sqmm Al
3680
-
-
Supply, installation, testing and commissioning of following sizes of RING MAIN UNITS (RMU)
5 way Out-Door type RMU Type- SBBBB, Supply, installation, testing and commissioning of 11KV Ring Main Unit: 12 KV Motorised Ring Main Unit, self powered type with CPT or by other means, solid or SF6 installation, outdoor enclosure, FPI, battery and charging system, software and all accessories and tools as provided in BId Document.
26
-
-
LV Distribution Box : Supply, Erection, Testing, Commossioning of L.T Distribution Box for the existing DT`s with the following switchgears and otehr necessary accessories and inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters.
-
-
-
200kVA DTR
Supply, Erection, Testing, Commossioning of L.T Distribution Box for distribution LT Circuit with the switchgears and otehr necessary accessories and Inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters. The Feeder boxes shall be 1nos 400Ammps MCCB for inconing and 3Nos 250Amp MCCB for outgoing, Phase indication Lamp(R/Y/B, Indication Lamp for MCCB (ON/OF), 3-Phase digital Ammeter, 3-Phase Digital Volt meter, Ammeter selector switch, Volt meter selector Switch, CTR- 600/1A, Class-1,VA-5, 6A TPN MCB,10kA. The enclusere shall be made of smooth finished cold rolled sheet steel of thickness not less than 3.15 mm
6
-
-
315kVA DTR
Supply, Erection, Testing, Commossioning of L.T Distribution Box for distribution LT Circuit with the switchgears and otehr necessary accessories and Inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters. The Feeder boxes shall be 1nos 630Ammps MCCB for inconing and 3Nos 400Amp MCCB for outgoing, Phase indication Lamp(R/Y/B, Indication Lamp for MCCB (ON/OF), 3-Phase digital Ammeter, 3-Phase Digital Volt meter, Ammeter selector switch, Volt meter selector Switch, CTR- 600/1A, Class-1,VA-5, 6A TPN MCB,10kA. The enclusere shall be made of smooth finished cold rolled sheet steel of thickness not less than 3.15 mm
14
-
-
500kVA DTR
Supply, Erection, Testing, Commossioning of L.T Distribution Box for distribution LT Circuit with the switchgears and otehr necessary accessories and Inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters. The Feeder boxes shall be 1nos 630Ammps MCCB for inconing and 3Nos 400Amp MCCB for outgoing, Phase indication Lamp(R/Y/B, Indication Lamp for MCCB (ON/OF), 3-Phase digital Ammeter, 3-Phase Digital Volt meter, Ammeter selector switch, Volt meter selector Switch, CTR- 600/1A, Class-1,VA-5, 6A TPN MCB,10kA. The enclusere shall be made of smooth finished cold rolled sheet steel of thickness not less than 3.15 mm
19
-
-
TYPE C FEEDER PILLAR
LV Distribution Box(Feeder Pillar): Supply, Erection, Testing, Commossioning of L.T Distribution Box (Feeder Pillar) for the providing service connection with the switchgears and otehr necessary accessories and Inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters. The Feeder boxes shall be 2nos 400Ammps MCCB for incoming and 15 nos. 2P, 32Amps MCB, 5 NOS. 4p 63Amps MCB for outgoing, Phase indication Lamp(R/Y/B). The enclusere shall be made. of smooth finished cold rolled sheet steel of thickness not less than 3.15 mm
165
-
-
DTR 200 KVA 11/0.433 KV (AL) Aluminium wound BIS Level-2
7
-
-
DTR 315 KVA 11/0.433 KV Copper wound BIS Level-2
13
-
-
DTR 500 KVA 11/0.433 KV Copper wound BIS Level-2
19
-
-
STREET LIGHTING
-
-
-
Street Light System
-
-
-
Octagonal Street Light Pole
-
-
-
Supply, installation, testing and commissioning of following type of Octagonal Street Light Pole. The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding of the pole shaft. The welding of the pole shaft shall be done by Submerged Welding process. All octagonal pole shafts shall be provided with the rigid flange plate of suitable thickness with provision for fixing 4 foundation bolts. The base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal poles shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity.Octagonal poles shall withstand the maximum wind speed of 180 km/hr. Maximum deflection of the poles considering top loading ie area and weight of fuxture shall meet the requirement of BS:5649 Part VI 1982. The materials of the pole as follows : Conforming to grade S355JO Base Plate:- Fe 410 Conforming to IS 226/ IS 2062, Foundation Bolts:- 6.8 Gr. As per IS 1367. The poles shall be hot dip galvanized as per IS 2629 / IS 2633 / IS 4759 standards with average coating thickness of 65 micron. The galvanizing shall be done in single dipping. Door opening :- The Octagonal poles shall have door of approximate 500 mm length at the elevation of 500 mm from the base plate. The door shall be vandal resistance and shall be weather proof to ensure safety of inside connection as approved by the Depts.. The door shall be flush with the exterior surface and shall have suitable locking arrangement. The pole shall be adequately strengthened at the location of the door compensate for the loss in section. There shall also be suitable arrangement for the purpose of earthing, Smart pack Junction box with 6 MCB & Terminals for mounting inside base compartment of Pole.
-
-
-
9m pole with inbuilt Junction box:
Size of pole : Diameter : Dia 130 mm, Sheet thickness: 3 mm;Junction box: 6 MCB & Terminals for mounting inside base compartment of Pole. Base Plate Dimensions :- (L x B x 260 x 260 x 16, Foundation Bolt Size :- (no. x dia.) 4 x 24 Dia, Pitch Circle Dia.:- (PC 250 Bolt Length:- 750, Projected Bolt Length :-125 Anchor plate thickness :- 4 mm , Pole Foundation:- The foundation shall be done with ( Earth work 6.0 cubic Meters. RCC 1:1.5 : 3 proportion 0.65 cubic metres. Steel:- 23 Kg. Shuttering:- 4.6 square metres.
100
-
-
Supplying including fitting and fixing of Hot Dip galvanised arm bracket for installation of luminaries. Header with top cap 300 mm long pipe of thickness 3mm with arrangement to fix on pole top with 3 Nos. of bolts. Armed shall be of 48.3mm out side dia and shall be 3.25mm thick
-
-
-
Single arm bracket 1500mm long for 3m to 10 metre. Poles
90
-
-
Double arm bracket 1500mm long for 3m to 10 metre. Poles.
10
-
-
LIGHT FIXTURES
-
-
-
Supply, installation, testing and commissioning of following type of LED Luminaires. The housing of the luminaries shall be Epoxy powder coated pressure die-cast aluminium and its cover shall be tempered protective toughened glass.It shall have inbuilt driver with THD 15%;Overvoltage protection,surge voltage protection etc as per IS 15885.The fixture shall have IP protection of IP66 and impact resistance of IK07.The fixture shall comply with Powerfactor0.9;CRI70;Colour Temperature 5500k;System Lumen Efficacy100lm/W
-
-
-
100W LED Street light lumaries with and with the lumen level of 12000 lm. Philips Fixture Model no BRP410 LED 100 CW HE NR PC with Dimmable Driver or equivalent for Street lighting
20
-
-
140W LED Street light lumaries with and with the lumen level of 12000 lm. Philips Fixture Model no BRP322 LED 157 CW NR FG with Dimmable Driver or equivalent for Street lighting
90
-
-
SMART LIGHTING CONTROL SYSTEM
-
-
-
Supply, installation, testing and commissioning of Smart Streetlight Switching Feeder Panel:- (Group Control with Dimming Control)
(1) Rating 10KVA, (2) I/C & O/G Breaker :- 63A RCBO & 63A TPN MCB (3) Energy Meter :- 3Ph 10-60A Class 1 Accuracy Meter as per IS-13779 (4) Battery Back Up :6Hr (5) Communication Module:- Bidirectional GSM communication with server (6) SMPS for Communication Module (7) Theft alert (8) Data Backup :-days (9) Enclosure IP Protection:-IP54/65 (10) Measurement:-Voltage /current/Power factor/Active power/Apperent Power (11) Alerts:-Phasewise OC and SC Fault/Low pf/Phase wise over voltage/Group faliur of Light
4
-
-
Supply, installation, testing and commissioning of Street Lighting Management Software
24
-
-
Mapping, Server Setup & Commissioning
24
-
-
Supply, installation, testing and commissioning of Gateway System
3
-
-
Setting up of Complain Management System as per the Technical Specification
1
-
-
LT CABLES & TERMINATION
-
-
-
Supplying and laying of the following XLPE insulated PVC sheathed aluminium armoured cable including connection etc. as required
4C x 16 sq.mm.
5435
-
-
Supplying and fixing of the following XLPE insulated PVC sheathed aluminium armoured cable terminal ends required 4C x 16 sq.mm.
800
-
-
Supplying and laying of the following XLPE insulated PVC sheathed aluminium armoured cable including connection etc. as required
3C x4 sq.mm.
850
-
-
Supplying and fixing of the following XLPE insulated PVC sheathed aluminium armoured cable terminal ends required 3C x 4 sq.mm.
800
-
-
EARTHING
-
-
-
Laying of 8SWG GI wire at 300mm below the ground level for earthing of Sub station equipments from the earth electrode
292
-
-
Supply of GI wire 3.15mm (8 SWG)
0.74
-
-
Supply and Laying of 25X3mm GI strip
24
-
-
Supply, installation, testing & commissioning of clamp of assorted size of MS flat ( 50 x 6 mm) with double coat of red oxide, 2.5 mtr long 40mm dia GI pipe Make TATA/ Jindal, 60 KG salt & 55 KG Charcoal inclusive of nuts bolts and washers and other related works as reqd.
29
-
-
CIVIL WORKS
-
-
-
Supplying, laying of HDPE Pipe /DUCT IS 4984: 1995 as required in the existing trench, through micro tunneling, as directed and specified by the department.
-
-
-
63 MM ID
5435
-
-
Laying of different sizes DWC HDPE pipes ISI marked along with all accessories like socket, bend, coupler etc. conforming to IS : 14930, Part-II complete with fitting nd cutting, jouinting etc. in the existing trench, complete as required
5435
-
-
Manually digging/ drilling horizontally or diagonaly direction for road crossing / water supply line/ telecommunication line/ gas pipe line/ etc. including laying of 64 to 200 mm dia GI pipe direct into earth at a depth of minimum 1100 mm below the ground surface without effecting the existing road including excavation earth for entry pit as per site condition and direction of engineer-in-charge.
5316.63
-
-
VISUAL IMPROVEMENT - DECORATIVE LAMP POST
-
-
-
LIGHTING
Decorative Pole - Supply, installation, testing and commissioning of Decorative Cast Iron Pole as per approved design of height 11ft with base plate on RCC foundation of M-20 Grade (1:1.5.3) with the help of anchor bolts grade 6.8 (IS 1367 P III). The pole shall be made up of Cast Iron as per IS 210:1993, precision machining, and filling job to achieve good finish and fine coat of primer of each element before assembling. After assembling of each element one coat of primer and two coats of P.U. paint are applied. Approved coloured of UV resist coating of mat/glossy/metallic finish followed after air drying of pole. The pole shall have weatherproof flush door and locking arrangement for housing at bottom of the pole to accomodate electrical accessories 2 nos of 6A MCB & terminal box with provision for connection of earth & neutral on 5 mm thick fibre plate which will be kept inside the pole for termination of cable and wire, two arm bracket of length of 430/380 mm complete in all respect as per the directions of engineeing incharge.
270
-
-
Decorative Post Top - Supply, installation, testing and commissioning of Decorative street light post for outdoor lighting with minimum height x length x width of 970 x 425 x 425 mm made up of Die Cast Aluminum housing. It should have Polycarbonate diffuser and shall be weather proof with IP 65 degree protection for optical compartment, including all accessories as per the directions of engineer incharge
540
-
-
LED Lamp-Supply, Installation, Testing and Commissioning of LED Lamp, 5700K luminaire, wattage not exceeding 12W with lumen output of note less than 1050 Lumens. Luminaire shall have E27 base. Luminaire should be capable of operating at line voltage without any separate power supply from 100-277 V AC. Lifetime should be at least 15,000 burning hours at L70 at 25 degree centigrade. Luminaire should be UL/cUL/FCC/Class A/CE/PSE and must be BIS certified. Similar to Philips CorePro LED bulb ND 10W A60 E27 865 or Eqivalent.
540
-
-
LV SWITCHGEAR
SUPPLY, INSTALLATION, TESTING & COMMISSSIONING (SITC) OF 415V SWITCHGEAR PANEL
Design, manufacturing, Supply, Loading, Packing, forwarding, Unloading, handling (shifting from place of unloading to place of storage and shifting from the place of storage to the place of installation including insurance), storage at site, assembly, installation, conducting pre-commissioning test as per IS & IEC Standards, commissioning & performance demonstration of following 415V LV Switchgear Panels including setting of releases. Testing kit shall be arranged by contactor. For Details SLD shall be referred. , Aluminium earth bus bar for entire length as per SLD, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. lighting bus with MCBs and contactors shall be provided in a separate compartment ; Incoming components shall be provided in separate compartment; outgoing MCBs and Terminals shall be provided in separate compartments.
-
-
-
Outdoor Lighting DB
Outdoor Type IP 55 double door Main DB with
1. 16A ,100mA 2P RCBO as incomer- 1 nos.
2. 25A DP Contractor with 1 no of 24 Hr Astronomical time switch.
3. 6A DP MCB as outgoing- 6 nos.
4. Indication lamps.
5. Space for Tariff metering
8
-
-
CABLING SYSTEM Supply, testing, tagging, laying and commissioning following sizes of 1100 Volt grade, XLPE / PVC insulated multistrand Al. / Cu. Conductor armoured / unarmoured cables (As Per IS 1554 & IS 7098) in readymade RCC trench, in provided DWC pipe, RCC pipe hume pipe, on provided cable trays / ladders etc. as. required complete with clamps, hardware for fixing tagging, identification etc.
-
-
-
4Cx10 sqmm A2XFY AL Cable
4050
-
-
3C x 2.5 Sq.mm. 2XFY CU Cable
810
-
-
Supplying, laying of HDPE Pipe /DUCT IS 4984: 1995 as required in the existing trench, through micro tunneling, as directed and specified by the department.
-
-
-
63 MM ID
3645
-
-
EARTHING SYSTEM Supply, installation, testing and commissioning of Earth conductor of the following sizes to be laid in ground / in cable trays, jointing by welding, connecting to equipments, painting to welded portion by black bitumen paint and with all necesary hardware. For outdoor areas excavation, backfilling and removal of excess soil etc.
-
-
-
Supply of GI wire 3.15mm (8 SWG)
0.64
-
-
Supply and Laying of 25X3mm GI strip
48
-
-
Supply, installation, testing and commissioning of EARTHING SYSTEM. The complete installation and materials shall be complied to enclosed technical specifications.
-
-
-
Supply, installation, testing & commissioning of clamp of assorted size of MS flat ( 50 x 6 mm) with double coat of red oxide, 2.5 mtr long 40mm dia GI pipe Make TATA/ Jindal, 60 KG salt & 55 KG Charcoal inclusive of nuts bolts and washers and other related works as reqd.
70
-
-
ELECTRICAL FOUNDATION
-
-
-
Excavation
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed all as per the drawing, specifications and direction of the Engineer-in-Charge
Foundations
5635.71
-
-
Backfilling
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Backfilling in side of RCC trenches /Drains after construction and curing
3811
-
-
PCC- 75 mm thk
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. 100mm Thick PCC below Raft.
Below foundation
1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate
40 mm nominal size)
299.51
-
-
RCC
Providing and laying in position machine batched, machine mixed and machine vibrated design mix Reinforced cement concrete grade M-25 using 418 kg of cement per cum including pumping of concrete to site (If required) of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability all as per drawings, specifications and the direction of the Engineer-in-Charge. Reinforced cement concrete grade M-25 using 418 kg of
cement per cum
966.6
-
-
Shuttering / Formwork above PL
Centering shuttering including struttings, propping etc. and removal of form work for foundations, footings, bases for columns etc. Foundations, footings, bases for columns etc. for mass concrete with timber plank
5543.92
-
-
Reinforcement
Supplying and fixing of Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars for reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
100 /- kg/cum
104020
-
-
Providing structural steel work in single section fixed with or without connecting plate including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
7498.77
-
-
VISUAL IMPROVEMENT
-
-
-
Seating Bench: Supply, fixing and installation of concrete seating bench of size 1500 mm length, 450 mm width, 100 mm thickness and 450 mm height with two legs of 150 mm thickness. It is to be placed on the both side of road along the pedestrian way.Sitting Platform is in Red colour while the legs are in grey colour, Manufactured by using M-30 grade of Concrete, Suitably reinforced to for long use and to prevent damage during handling, transportation & erection, Treated with special anti-corrosive, water proof coating so as to make the surface glossy and water proof as approved by architect /Enginneer In charge.
27
-
-
Dual System Garbage Bin:
Supply, fixing and installation at several intervals along the roads at pedestrian pathway along side. Garbage bins are made of PVC of capacity from 60-70 lit. of each garbage bin capacity .The unit is made of 2 garbage bins. Each unit is made of two bins for segregation of waste fixed on M.S Stand . It is to be placed on the both side of road along the pedestrian way. Dual system litterbins model colour as approved by the Architect/ engineer with Installation and fixing at site.
28
-
-
RCC Planter pot
Supply, fixing and installation of factory made RCC planter pot of size 600MMX600MM made in M20 Concrete having uniform thickness of each side of 75 MM.Grey in color as approved by the Architect/ engineer. It is to be placed on the both side of road along the pedestrian way.
103
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Bollards
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1cement:3fine sand:6graded stone aggregate 20 mm nomonal size) including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. .1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 12 mm nominal size)
107
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Tactile for footpath; Tactiles of standardized designs conforming to RNIB (The Royal National Institute for the Blind, UK), DETR (Department of the Environment, Transport and the Regions, UK) & ADA (Americans with Disabilities Act, USA) of size 300 x 300 mm in floors, (thickness to be specified by the manufacturer) specially designed to assist the visually impaired - “foot braille”, with water absorption less than 0.5%
709
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Landscape works
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SOFTSCAPE AND PLANTING
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Good garden soil
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Excavation for bed:Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
138
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Soil for Shrubs/Hedges: Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment
252
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Soil for Planter Pots: Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment
22
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PLANTER BED PREPARATION FOR PLANTING
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Manure Supply: Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm
29
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Sludge ,Manure spreading :
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
29
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Plantation: Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)
i. Trees Plant Each
ii. Shrubs Plant
iii. Hedge plant/ Ground cover Each
852
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SHRUBS VARIETIES LIST FOR PLANTATION
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Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan, Scarlet Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots.
45
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Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge..
44
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-
Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge.
24
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-
Providing and stacking of Murraya exotica /paniculata of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge.
24
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Providing and stacking of Ixora chinensis of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge.
34
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-
Providing and stacking of Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge.
174
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-
Supply and stacking of plant Thevetia nerifolia of height 60-75 cm. with 5- 6 branches in poly bags of size 25 cm as per direction of the officer-in-charge.
94
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FOR PLANTER POT
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Supply and stacking of plant Bauhinia tomentosa (yellow) of height 60-75 cm. in earthen pots of size 20 cm
17
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Supply and stacking of plant Beloperone species of height 30-45 cm. in poly bags of size 20 cm
17
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Supply and stacking of plant Caesalpinia pulcherrima species of height 45-60 cm. in earthen pot of size 20 cm
17
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-
Supply and stacking of plant Cassia biflora of height 45-60 cm. in earthen pots of size 20 cm
17
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Supply and stacking of plant Euphorbia caracasana (bronze colour leaves) of height 60-75 cm. with 2-3 branches in earthen pots of size 20 cm
17
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-
Supply and stacking of plant Ficus blackii (F.vivion) of height 45-60 cm. with 6-8 branches healthy foliage in earthen pots of size 25 cm
17
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Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.
20
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-
Topiary plant of Ficus Panda well developed with fresh & healthy foliage with 3 to 4 Ball and 60 to 75 cm spread each Ball, 135 to 150 cm ht. plant, in 35 cm Cement Tray /Cement Pot
20
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-
Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.
20
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WORKS FOR ENVIRONMENTAL MANAGEMENT
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Implementation Staff
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EHS Officer with Diploma or degree in civil/ environmental engineering with minimum 5 years of experience in construction safety with knowledge of NEBOSH and OSHA.
5
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Pre Construction Phase
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Air quality monitoring during pre-construction phase at locations mentioned in Environmental Monitoring Plan of IEE report. The parameters to be monitored are SPM, RPM, SO2, NOx and CO, Lead. Each monitoring schedule shall be over a duration of 24 hours (in 8-hour shifts), once
2
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-
Surface Water quality monitoring pre-construction phase at locations mentioned in Environmental Monitoring Plan of IEE report. The sampling shall be carried out once and cover all parameters as per IS10500 including heavy metals.
2
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Ground Water quality monitoring during pre-construction phase at locations mentioned in Environmental Monitoring Plan of IEE report. The sampling shall be carried out once and cover all parameters as per IS10500 including heavy metals.
2
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Noise quality monitoring during pre-construction phase at locations mentioned in Environmental Monitoring Plan of IEE report. Each monitoring schedule shall be over a duration of 12 hours (6AM to 6PM), once. The monitoring shall be carried out in accordance with CPCB norms.
2
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Construction Phase
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Periodic air quality monitoring during construction phase at locations mentioned in Environmental Monitoring Plan of IEE report. The parameters to be monitored are SPM, RPM, SO2, NOx and CO, Lead. Each monitoring schedule shall be over a duration of 24 hours (in 8-hour shifts), once in quarter for 21 months except for monsoon season
10
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Surface Water quality monitoring during construction phase at locations mentioned in Environmental Monitoring Plan of IEE report. The sampling shall be carried out once in quarter for 21 months except for monsoon season and cover all parameters as per IS10500 including heavy metals.
10
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-
Ground Water quality monitoring during construction phase at at locations mentioned in Environmental Monitoring Plan of IEE report. The sampling shall be carried out once in quarter for 21 months except for monsoon season and cover all parameters as per IS10500 including heavy metals.
10
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Noise quality monitoring during construction phase at at locations mentioned in Environmental Monitoring Plan of IEE report. Each monitoring schedule shall be over a duration of 12 hours (6AM to 6PM), once in quarter for 21 months except for monsoon season. The monitoring shall be carried out in accordance with CPCB norms.
10
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Civil Works under EMP
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Installation of a steel portatable barricade with horizontle rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 angle iron section, 1.5 m in height, horizontle rail painted (2 coats) with yellow and white stripes, 150 mm width with an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001
(Sr. No. as per SDB 8.37 new, SOR 2017 for Roads & Bridge Works, Tripura, PWD (R&B)Page 56 of of 240)
185
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post
75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. 800 mm x 600 mm rectangular Unit = Each
Taking output = one traffic sign
(Sr. No. 8.4 Ref. to MoRTH Spec. 801, SOR 2017 MoRT&H Analysis, Tripura PWD Page 152 of 388)
14
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Supply and Installation of Noise barriers to reduce noise during operation phase, around 270 m length with 2 m height with support structure installation at IGM Hospital (140 m), Kamini Kumar Singh School (120 m) and Govt. Ayurvedic Hospital (10 m) including of taxes and transportation.
125
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-
Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 meter as per MoRT7H Technical Specification clauses of section 300. Excavation of trenches for noise barrier installation at an interval of 3 m (1 ft x 1 ft x 1ft)
(Sr. No. 8.4 Ref. to MoRTH Spec. 300, SOR 2017 MoRT&H Analysis, Tripura PWD Page 24 of 388)
0.7
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings and MoRT&H technical specification Clauses 2100. PCC for noise barrier in the trenches. (Sr. No. 8.4 Ref. to MoRTH Spec. 2100, SOR 2017 MoRT&H Analysis, Tripura PWD Page 189 of 388)
0.7
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DAY WORKS
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Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc.
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Mate
76
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Labour/Mazdoor
202
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Mason
101
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Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc.
-
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Cement ordinary Portland or equivalent in bags
21
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-
High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432
2
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Providing clean well graded river or pit sand at site
21
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-
Providing hard cut stone boulders at site 15-30cm size
13
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Providing hard cut stone boulders at site 15-30cm size
13
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Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.
11
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-
Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.
11
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-
Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc.
-
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Tipper 5 m3 capacity
63
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-
Tractor
21
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-
Hydraulic Excavator of 1 cum bucket
51
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Concrete mixer 0.4/0.28 cum
21
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-
Back Hoe (bucket capacity 0.6 cum)
21
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Dozer D80
38
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-
Grader
38
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Survey investigation and confirmation of utility services:
Item includes the thorough survey of road, Geo-technical investigation and confirmation of alignment of utility services and existing trees as per the scope of work and to the satisfaction of Engineer-in-Charge- GB Road
1
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-
Survey investigation and confirmation of utility services:
Item includes the thorough survey of road, Geo-technical investigation and confirmation of alignment of utility services and existing trees as per the scope of work and to the satisfaction of Engineer-in-Charge- Mantri Bari Road
1
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Survey investigation and confirmation of utility services:
Item includes the thorough survey of road, Geo-technical investigation and confirmation of alignment of utility services and existing trees as per the scope of work and to the satisfaction of Engineer-in-Charge- ITI Road
1
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Provisional Sums: Non-Competitive Price [Bidder should enter only Indian Rupees 4,00,00,000.00 (Four Crores only) in the designated cell at Sl. No. 13.01 for filling the rate towards Provisional Sums.]
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Provisional Sums
1
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