Housing Urban and Rular Development Local Bodies Closing in 28 days TDR #56737357

Tender For Development Of External Electrification And Permanent Power Supply To Tp-3 Project Under Bda, Bhubaneswar.

Issued by Local Bodies · Khordha, Odisha
Tender Value
52.03 Crore
Estimated cost
Bid Submission
28 Aug 2026
28 days left
EMD
52.03 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Development Of External Electrification And Permanent Power Supply To Tp-3 Project Under Bda, Bhubaneswar.

BOQ

Name of Work:- Development of External Electrification and Permanent Power supply to TP-3 Project under BDA, Bhubaneswar.
Sl. No. Item Description
1Part-A (Laying of 33 KV U/G XLPE Cable from Kantabada Grid to TP-3 33/11KV PSS of length-10 KM , One run, using 3Cx400mm2 UG Cable)
2Supply of 33kV, 3Core, 400sqmm Aluminium, XLPE insulation UG Cable (SC rating of cable in kA- 37.7kA and SC rating of Armour in kA-20kA)
3Supply of Straight through jointing kits Heat Shrinkable type suitable for 33kV, 3Core, 400sqmm, aluminium UG Cable kits
4Supply of Indoor termination kits Heat Shrinkable type suitable for 33kV, 3Core, 400sqmm, HT U/G Cable kits (Touch Proof)
5Supply of materials for High Density Polyethelene (HDPE) pipe 200mm diameter, PE 80- PN8 for laying of 33kV UG cable
6Supply of RMU 33KV 3WAY 630A LLV(2ISO+1BKR)+AUX.PT
7Earthing Conductor: 50X6 mm (2.4kg./mtr.) Flat(GI) for equipment, structure etc.)
8Pipe Earthing 40mm. GI Pipe
9Pre-Wired FRTU Panel with FRTU
10Managed Layer2 Ethernet Switch (FRTU Panel)
11Networking Accessories
12CMR with Mounting Base for Digital Inputs
13Interposing Relay for Digital Output
14Battery Charger
15Battery
164G Modem cum Router
17Instrumentation Cable12 C X 0.5 mm2, Armored cable for Status and Indications
18Instrumentation Cable7 C X 1.5 mm2, Armored for Control Output
19Twisted Pair Shielded & Over all shielded Instrumentation Cable5 P X 1.0 mm2, Armored for Analog Input
204 C X 4 mm2 Copper cable for extension of CT & PT
212 C X 4 mm2 Cable for DC Power Supply
224P X 0.36 mm2, Armored Communication Cable for MFM
23Armored CAT6 SFTP Cable
24Un-Armored CAT6 SFTP Cable
25Multi Function Meter
26Erection Portion
27Laying, Commissioning & Testing of 33kV, 3Core, 400sqmm, XLPE insulation (extruted type) UG cable by open trench method.
28Erection of Straight through jointing Kits/Outdoor termination kits/Indoor termination Kits Heat Shrinkable type suitable for 33kV, 3Core, 400sqmm, aluminium UG cable kits
29Installation, Laying, Commissioning & Testing of 33kV, 3Core, 400sqmm, XLPE U/G cable by HDD method with HDPE pipe (200mm dia, PN8 PE80) including suply of HDPE Pipe.
30Laying of 200mm dia PE 80-PN8, HDPE pipe inside open trench.
31Erection of RMU 33KV 3WAY 630A LLV(2ISO+1BKR)+AUX.PT
32Services of FRTU Panel, Communication and Other Supplied System
33Civil Portion
34Earth work excavation of soil
35Earth work excavation of hard rock
36Back filling with excavated soil outside and above the trench
37Damage of asphalt/tar road and other utilities and reconstructing to bring to its original shape after laying of cable in open trench (1mtr. width)
38Prefabricated RCC foundation of 33kV RMU
39SITC of GI Fencing with Gate around each RMU
40Construction Earthing chamber including installation of earthing pipe.Making earthing chamber including excavation , soil treatment with bentonide powder , calculation of earth resistance, including Installation of 3Mtr GI Pipe 40mm/50mm including welding of Flat(GI)around pipe .
41Part-B(Laying of 33 KV UG XLPE Cable of length-3.5 KM using 3Cx400mm2 UG Cable from TP-3 PSS to TP-1 PSS without spare(Refer Point E-F in SLD). Cable will be laid in Open Trench with HDPE pipe)
42Supply of 33kV, 3Core, 400sqmm Aluminium, XLPE insulation UG Cable (SC rating of cable in kA- 37.7kA and SC rating of Armour in kA-20kA)
43Supply of Straight through jointing kits Heat Shrinkable type suitable for 33kV, 3Core, 400sqmm, aluminium UG Cable kits
44Supply of Indoor termination kits Heat Shrinkable type suitable for 33kV, 3Core, 400sqmm, HT U/G Cable kits (Touch Proof)
45Supply of materials for High Density Polyethelene (HDPE) pipe 200mm diameter, PE 80- PN8 for laying of 33kV UG cable
46Erection Portion
47Laying, Commissioning & Testing of 33kV, 3Core, 400sqmm, XLPE insulation (extruted type) UG cable by open trench method.
48Erection of Straight through jointing Kits/Outdoor termination kits/Indoor termination Kits Heat Shrinkable type suitable for 33kV, 3Core, 400sqmm, aluminium UG cable kits
49Laying of 200mm dia PE 80-PN8, HDPE pipe inside open trench.
50Civil Portion
51Earth work excavation of soil
52Earth work excavation of hard rock
53Back filling with excavated soil outside and above the trench
54Part-C(Laying of 33 KV UG XLPE Cable of length-3.5 KM using 3Cx400mm2 UG Cable from TP-3 PSS to TP-1 PSS without spare(Refer Point E-F in SLD). Cable will be laid in Open Trench with HDPE pipe)
5533kV Incoming Line Feeder Indoor AIS Panel consisting of 36kV VCB Breaker (2 no.s), Transformer Indoor AIS Panel ( 2no.s), 33kV Bus coupler Indoor AIS Panel (1 no.s) and 2 no PT panel - Total 7 No's Switch panel board . CTR 800-400/5-5 for Incoming & Bus-coupler, 600-300/5-5-5 for Transformer . Bus Bar size 1250Amp. Each Breaker Rating is 1250Amp & Draw out type.The module shall be provided with complete Feeder & Transformer Feeder protection system to suit for SCADA ( BCPU, Numerical Differential Relay having inbuilt of REF protection, Multi-function Meter & other provisions as per tech spec).Energy meter shall be provided on each Incoming & outgoing breaker.
5630kV, 10kA, Metal Oxide, Class-2 (Station Class), Surge Arrester (for 33kV Incoming Line, HT side of 2nos. Power Transformers and 33/0.433kV Station Transformer) - Outdoor Type with Surge Counter
5712kV, 10kA, Metal Oxide, Class-2 (Station Class), Surge Arrester with out surge counter( For Transformers - Outdoor type
5811kv 2000A VCB 19 panel board Switchgear ( 2 incoming, 14 Outgoing, 1 Bus coupler, 2 Bus PT
59Pre-Wired RTU Panel
60Managed Layer2 Ethernet Switch (RTU Panel)
61Networking Accessories
62Signal Interface Panel (4G Modem cum Router)
63CMR with Mounting Base for Digital Inputs
64Interposing Relay for Digital Output
65Instrumentation Cable 12 C X 0.5 mm2, Armored cable for Status and Indications
66Instrumentation Cable7 C X 1.5 mm2, Armored for Control Output
67Twisted Pair Shielded & Over all shielded Instrumentation Cable 5 P X 1.0 mm2, Armored for Analog Input
684 C X 4 mm2 Copper cable for extension of CT & PT
692 C X 4 mm2 Cable for DC Power Supply
704P X 0.36 mm2, Armored Communication Cable for MFM
71Armored CAT6 UTP Cable
72Un-Armored CAT6 UTP Cable
73Electronic Earthing and Earth Pit
74Multi Function Meter
75Industrial grade Serial Server
7612.5/16 MVA, 33/11kV Power Transformer DYn11 (Outdoor Installation) with Accessories including NIDS System
77100 KVA 33/0.433kV Energy efficient Station Transformer with HV & LV BOX
78Supply of Transformer Monitoring Unit (TMU)
79RMU 33kV 3Way RMU LLV(2ISO+1BKR)+AUX.PT
80Pre-Wired FRTU Panel with FRTU
81Managed Layer2 Ethernet Switch (FRTU Panel)
82Networking Accessories
83CMR with Mounting Base for Digital Inputs
84Interposing Relay for Digital Output
85Battery Charger
86Battery
874G Modem cum Router
88Instrumentation Cable 12 C X 0.5 mm2, Armored cable for Status and Indications
89Instrumentation Cable 7 C X 1.5 mm2, Armored for Control Output
90Twisted Pair Shielded & Over all shielded Instrumentation Cable 5 P X 1.0 mm2, Armored for Analog Input
914 C X 2.5 mm2 Copper cable for extension of CT & PT
922 C X 4 mm2 Cable for DC Power Supply
934P X 0.36 mm2, Armored Communication Cable for MFM
94Armored CAT6 SFTP Cable
95Un-Armored CAT6 SFTP Cable
96Multi Function Meter
97Earthing Conductor 75X10 mm (5.89 Kg/Mtr.) GI Flat for laying (spacing maximum 2m both ways)
98Earthing Conductor: 50X6 mm (2.4Kg./Mtr.) GI Flat for Raiser from the burial earth mat to equipment, structure etc.)
99Earthing Device & Associated Accessories (Heavy duty GI Perforated Pipe of ID=40mm & OD=50mm with 3000mm long for treated Earth Pit) as per Drawing
100(125x70x5) mm GI joist 5Mtr (13.3kg / Mtr) (04 nos for one Power Transformer) for supporting of 33kV Cable & 11kV cable (Unit Wt=0.0665 MT) & 10 mm thick MS plate size 250X250 mm at the bottom of the RS Joist duly welded & the MS plate to be suitably grouted to the floor for the rigidity.
101(100 x 50 x5) mm GI Channel (9.56kg / Mtr) (2Mtr - 06 nos for one Power Transformer) for supporting of 33kV & 11kV power Cable (Unit Wt=0.01912 MT)
102GI Nuts & Bolts etc. for column and beam & Equipment Structures
103High Density Polyethylene (HDPE) pipe 160 mm diameter.
104LTDB for 100KVA, 33/0.433kV Station Transformer
10533kV, 1Core, 630sqmm Aluminium, XLPE insulation U/G Cable (SC rating of cable in kA- 59.4kA and SC rating of Armour in kA-20kA)
106Indoor termination kits Heat Shrinkable type suitable for 33kV, 1Core, 630sqmm, HT U/G Cable kits for 1Core
107Outdoor termination kits Heat Shrinkable type suitable for 33kV, 1Core, 630sqmm, HT U/G Cable kits for 1Core
108Supply of 33kV, 3Core, 95sqmm Aluminium, XLPE insulation UG Cable with spare (SC rating of cable in kA- 9kA and SC rating of Armour in kA- 9kA) For Station Trf
109Supply of Outdoor termination kits Heat Shrinkable type suitable for 33kV, 3Core, 95sqmm, HT UG Cable kits For Station Trf
110Supply of Indoor termination kits Heat Shrinkable type suitable for 33kV, 3Core, 95sqmm, HT UG Cable kits For Station Trf (Touchproof)
11111kV, 1Core, 1000sqmm Aluminium, XLPE insulation UG Cable (SC rating of cable in kA- 59.4kA and SC rating of Armour in kA-20kA)
112Indoor termination kits Heat Shrinkable type suitable for 11kV, 1Core, 1000sqmm, HT UG Cable kits for 1Core
113Outdoor termination kits Heat Shrinkable type suitable for 11kV, 1Core, 1000sqmm, HT UG Cable kits for 1Core
1144 Core x 2.5 mm2
1157 Core x 2.5 mm2
11610 Core x 2.5 mm2
11712 Core x 2.5 mm2
1181 Core x 16 mm2 Aluminium cable from Battery to Battery Charger & Battery Charger to DCDB
119XLPE 4 Core x 150 mm2 ( for Station Transformer output )
120XLPE 4 Core x 95 mm2 ( for Oil Filtration Machine Connection )
121XLPE 4 Core x 35 mm2 ( for Switchyard Lighting )
122XLPE 4 Core 16 mm2 ( for Switchyard Lighting )
123XLPE 2 Core 16 mm2 ( for Switchyard Lighting )
12448 V maintenance free VRLA Battery
12548V, Float cum Boost Battery Charger
126Erection, Testing & Commissioning works
12733kV Incoming Line Feeder Indoor AIS Panel consisting of 36kV VCB Breaker (2 no.s), Transformer Indoor AIS Panel ( 2no.s), 33kV Bus coupler Indoor AIS Panel (1 no.s) and 2 no PT panel - Total 7 No's Switch panel board . CTR 800-400/5-5 for Incoming & Bus-coupler, 600-300/5-5-5 for Transformer . Bus Bar size 1250Amp. Each Breaker Rating is 1250Amp & Draw out type.The module shall be provided with complete Feeder & Transformer Feeder protection system to suit for SCADA ( BCPU, Numerical Differential Relay having inbuilt of REF protection, Multi-function Meter & other provisions as per tech spec).Energy meter shall be provided on each Incoming & outgoing breaker.
12830kV, 10kA, Metal Oxide, Class-2 (Station Class), Surge Arrester (for 33kV Incoming Line, HT side of 2nos. Power Transformers and 33/0.433kV Station Transformer) - Outdoor Type with Surge Counter
12912kV, 10kA, Metal Oxide, Class-2 (Station Class), Surge Arrester with out surge counter( For Transformers & Out Going Feeders) - Outdoor type
13011kv 2000A VCB 19 panel board Switchgear ( 2 incoming, 14 Outgoing, 1 Bus coupler, 2 Bus PT
131SCADA FOR Primary Substation
13212.5/16 MVA, 33/11kV Power Transformer DYn11 (Outdoor Installation) with Accessories
133100 KVA 33/0.433kV Energy efficient Station Transformer along with HT & LT cable connection
134Erection of Transformer Monitoring Unit (TMU)
135RMU 33kV 3Way RMU LLV(2ISO+1BKR)+AUX.PT
136Services of FRTU Panel, Communication and Other Supplied System
137Earthing Conductor 75X10 mm (5.89 Kg/Mtr.) GI Flat for laying (spacing maximum 2m both ways)
138Earthing Conductor: 50X6 mm (2.4Kg./Mtr.) GI Flat for Raiser from the burial earth mat to equipment, structure etc.)
139Earthing Device & Associated Accessories (Heavy duty GI Perforated Pipe of ID=40mm & OD=50mm with 3000mm long for treated Earth Pit) as per Drawing
140(125x70x5) mm GI joist 5Mtr (13.3kg / Mtr) (04 nos for one Power Transformer) for supporting of 33kV Cable & 11kV cable (Unit Wt=0.0665 MT) & 10 mm thick MS plate size 250X250 mm at the bottom of the RS Joist duly welded & the MS plate to be suitably grouted to the floor for the rigidity.
141(100 x 50 x6) mm GI Channel (9.56kg / Mtr) (2Mtr - 06 nos for one Power Transformer) for supporting of 33kV & 11kV power Cable (Unit Wt=0.01912 MT)
142GI Nuts & Bolts etc. for column and beam & Equipment Structures
143Supply & Erection of GI Pipe of dia. 150mm, Class-B
144High Density Polyethylene (HDPE) pipe 160 mm diameter.
145LTDB for 100KVA, 33/0.433kV Station Transformer along with all cable connection & fixing
14633kV, 1Core, 630sqmm Aluminium, XLPE insulation U/G Cable (SC rating of cable in kA- 59.4kA and SC rating of Armour in kA-20kA)
147Indoor termination kits Heat Shrinkable type suitable for 33kV, 1Core, 630sqmm, HT U/G Cable kits for 1Core
148Outdoor termination kits Heat Shrinkable type suitable for 33kV, 1Core, 630sqmm, HT U/G Cable kits for 1Core
149Laying, Commissioning & Testing of 33kV, 3Core, 1Run, 95sqmm, XLPE insulation (extruted type) UG cable with spare by open trench method.
150Erection of Outdoor termination kits Heat Shrinkable type suitable for 33kV, 3Core, 95sqmm, HT UG cable kits
151Erection of Indoor termination kits Heat Shrinkable type suitable for 33kV, 3Core, 95sqmm, HT UG cable kits
15211kV, 1Core, 1000sqmm Aluminium, XLPE insulation UG Cable (SC rating of cable in kA- 59.4kA and SC rating of Armour in kA-20kA)
153Indoor termination kits Heat Shrinkable type suitable for 11kV, 1Core, 1000sqmm, HT UG Cable kits for 1Core
154Outdoor termination kits Heat Shrinkable type suitable for 11kV, 1Core, 1000sqmm, HT UG Cable kits for 1Core
1554 Core x 2.5 mm2
1567 Core x 2.5 mm2
15710 Core x 2.5 mm2
15812 Core x 2.5 mm2
1591 Core x 16 mm2 Aluminium cable from Battery to Battery Charger & Battery Charger to DCDB
160XLPE 4 Core x 150 mm2 ( for Station Transformer output )
161XLPE 4 Core x 95 mm2 ( for Oil Filtration Machine Connection )
162XLPE 4 Core x 35 mm2 ( for Switchyard Lighting )
163XLPE 4 Core 16 mm2 ( for Switchyard Lighting )
164XLPE 2 Core 16 mm2 ( for Switchyard Lighting )
16548 V, 100 AH, maintenance free VRLA Battery (Set. 4 Nos of 12V Battery with 150AH)
16648V, Float cum Boost Battery Charger (15 A float charging, 25 A boost charging)
167SITC of 8way LDB with accessories
168SITC of Sub-Station Switchyard Lighting , Control Room Lighting (it includes supply of fixtures & Lamps (LED) with switch gear, GI Conduit etc.(120Wx 4 sets and 100Wx6 sets out side the control room, 20 Watt CFL tube-10 sets inside control room .Control Room wiring to be done with Copper wires as per the requirement (Lighting fixtures are to be fixed rigidly on the Column at a suitable height with GI tubular pole so that the required lux as per the technical specification is maintained).
169SITC of 1.5 Ton capacity Split Air Conditioning units with Remote control facility: Including supply of split Air conditioner 5 Star rated, voltage stabiliser, control boxes etc. for completing the A.C scheme. (As per specification) for control room.
170SITC of 1400 mm sweep 250Volt A/C Celling Fan
171SITC of 300 mm sweep 70W A/C Exhaust Fan ( for Battery room and Toilet )
172SITC of Main Fire ALARM Control Panel (Ul /FM /Ulc/Vds Approved),Intelligent Addressable Modular Fire Alarm Control Panel based on 32 bit microprocessors including the following as per specification.,A. Battery charger,B SMF Batteries for 72 Hrs. back-up,C Enclosure,D. min.240 character LCD display,( Other specification as mentioned),E. The panel should be modular,decentralized, with CPU /master control unit, loop cards, relay and interface card by means of duplicated electronics means hardware redundancy with full functionality.,,F. The panel must provide MODBUS/ RS485 port for integration with SCADA.G. The loop should be capable to have at least 50 elements / devices.,
173SITC of Intelligent Addressable multi sensor Detector- (Smoke + Fixed Tempt. + Rate of rise tempt.) For ceiling (UL /FM /ULC/Vds Approved) inclusive base and other installation accessories. (must have inbuilt short circuit isolator,)
174SITC of Intelligent Addressable multi sensor Detector- (Smoke + Fixed Tempt. + Rate of rise tempt.) For trench (UL /FM /ULC/Vds Approved) inclusive base and other installation accessories. (must have inbuilt short circuit isolator,)
175SITC of Response Indicator ( Twin LED transparent type)
176SITC of Addressable manual Call Point (must have inbuilt short circuit isolator,) (UL /FM /ULC/Vds Approved)
177SITC of Electronic Hooter/Multi tone sounder (must have inbuilt short circuit isolator,) (UL /FM /ULC/Vds Approved) Indoor type.
178SITC of 2 Core X 1.5 sq.mm copper conductor, armored, RED colour FRLS PVC sheathed signal Cable confirming to IS standards and specifications
179SITC of Supply & erection of 4C*2.5sqmm copper armoured FRLS cable confirming to IS standard with accessories (Gland, lug, saddle, etc.)
180SITC of Supply & erection of steel wire reinforced flexible conduct pipe (16MM) with all accessories.
181SITC of Supply & erection of Surge Arrester.
182SITC of Lightning arrester Rod in Top of PSS Building along with all accessories
183SITC of Foam type- 5 Ltrs
184SITC of CO2 - 4.5 Kgs
185SITC of Dry powder 4.5 Kg
186SITC of Fire Bucket with GI Stand with GI Canopy arrangement (4nos. in one Stand=1 Set)
187SITC of ACDB as per specification
188SITC of Main Lighting Distribution Board (as per specification)
189SITC of Indoor Lighting Distribution Board as per specification
190SITC of Receptable Panel near Power Transformer
191SITC of 48 V DC Distribution Board as per specification .
192SITC of Water Cooler with water purifier system as per Technical Specification
193SITC of Maintenance Testing Equipment as per Technical Specification
194SITC of Tools and Plants (T&P's) Requirement as per Technical Specification
195SITC of Office Furniture as per Technical Specification
196SITC of 90 lb Rail 5.4 mts ( 2.7x2) 44.62 kg per mtr / Transformer each (Unit Wt=0.240 MT)
197SITC of (500x500x10) mm GI plate 6 nos / Transformer each (Unit Wt=0.013 MT)
198SITC of (65x65x5) mm GI angle of 5.4 mts length.4.9 kg/mtr. / Transformer each (Unit Wt=0.026 MT)
199SITC of Chequered plate 1000X300X5.6mm thick for Cable Trench in side Control Room 12 Mtr
200Civil Works (Part-A)
201Contour survey , plotting the contour on graph sheet and marking the finished ground level
202Excavation in all type soil (2.5X2.5X0.750 mtr)
203PCC (1:3:6 ) (2.5X2.5X0.075 mtr)
204RCC ( 1:1.5:3 ) (1.5X1.5X0.1 mtr)
205Brick Masonary work (2.5x2.5x.925+2x(.5 x1.5x2.25) (1:5)
206Cement Plastering (1:6) (1.5x2.25x4)+(1.5x1.5) 20mm thick
207Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. - Soft soil.
208Supplying, diluting and injecting chemical emulsion PRE CONSTRUCTIONAL ANTI- termite treatment and creating a continuous chemical barrier under and all around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits etc. complete as per IS codes & specifications (plinth area of the building at ground floor only shall be measured for payment) a) Chlorphyriphos Emulsifiable concentrate 20% with 1% concentration Note : Contractor shall have to furnish from the specified agency carrying out the work under anti-termite treatment a written corporate guarantee of Rupees 50 on non-judicial stamp paper in favour of TPCODL for the satisfactory performance of the treatment for a period of ten years
209Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:2:4 (1cement : 2 coarse sand (zone-III) :4 graded stone aggregate 20mm nominal size
210Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size )
211Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
212Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
213Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
214Centring and shuttering including struttting ,propping etc.and removal of form for : Foundations , footings , bases of columns etc for mass concrete
215Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
216Centring and shuttering including struttting , propping etc.and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.
217Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars / Thermo-Mechanically Treated bars.
218Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars / Thermo-Mechanically Treated bars.
219Providing all material and constructing brick masonry 230mm. thick and above upto plinth in cement mortar (1:4) using approved quality class 50 conforming to IS:3102 table moulded bricks, including leaving inserts / pockets steel scaffolding, curing, raking joints, etc.
220Brick work withfirst class fly ash bricks in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
221Providing and filling Brick bats of 40 mm nominal size under flooring etc. i/c compaction by ramming and levelling top surface complete.
222Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
223Structural 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.
224Structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer all complete
225Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
226Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
22712 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand).
22815 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand).
229Finishing walls with Premium Acrylic Smooth exterior weather coat paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm)
230Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
231Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm). Two coats
232Providing and Applying white cement putty @ 3.0 kg/10sqm Birla or JK make on surface of wall, column and beam etc. i/c hacking and sand papering the existing finished surface for making the surface smooth complete as per direction of EIC.
233Demolishing brick work manually/mechanical means including stackingof serviceable material and disposal of unserviceable material within50 metres lead as per direction of Engineer-in-charge. In cementmortar
234Prunning the branches of tree as required including arrangement of ladder, axe, saw etc to complete the job including removing of vegetation from site to the dumping yard upto any lead and lift.
235Providing on hire JCB with fuel, operator and carrying out work as directed( one shift is of 8 hrs)
236Supply of unskilled workman i/c all T&P for miscellaneous works at site as per direction of E in charge.
237Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.- Group A
238Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.-Group B
239Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel / PVC conduit as required. 3X 2.5 Sqmm
240Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel / PVC conduit as required. 3X 4 Sqmm
241Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel / PVC conduit as required. 3X 6 Sqmm
242Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 amps switch
243Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet
244SWITHCHED SOCKET OUTLETS (6 A) A set of 2 Nos. 6 A switched socket outlets (FOR UPS )in a box, with providing & fixing 2 nos. 2/3 pin 6 A switches & socket outlets( But switch& socket should be at defferent possition or as required)..
245INDUSTRIAL SOCKET OUTLETS (25/32A DPMCB) Supply, installation, testing & commissioning of industrial type plug and socket outlet with SP/TPN MCB (10 KA motor duty) mounted on a sheet steel enclosure including termination, earthing etc as required . (b) Supply and fising of 25/32 Amp DP MCB (C series) of approved make in MS enclouser
246Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB omplete with connections, testing and commissioning etc. as required. Single pole
247Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps MCB four pole.
248Supplying and fixing following way prewired TP&N MCB distribution board of steel sheet for 415 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FRLS PVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, EArth bar, din bar, detachable gland plate, interconnections, powder painted including EArthing etc. as required.(But without MCB/ RCCB/ Isolator) 8 way (4 + 24), Double door
249Supply, storing, fixing, assembling, testing and commissioning of following light fixtures (Recessed/ surface/ceiling/Wall mounted) and fans complete with down rods, chain hangers, lamps, power factor improvement capacitors, ballasts etc and all necessary accessories complete as required. b) 1x 18 Watt LED wall light model type 31081 4 feet long Fixture of philips surface mounted type ,
250Providing and fixing of Fan Hook in existing Slab including cutting cement concrete and making good the same.
251Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as requireds
252Filling available excavated earth (excluding rock) trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming watering, lead up to 50 m and lift upto 1.5 m
253Supplying and filling in plinth with River sand under floors including, watering, ramming, consolidating and dressing complete.
254Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : b) For fixed portion Powder Coated 50 microns with colour as approved.
255Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder Coated 50 microns with colour as approved.
256Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/EPDM/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) With float glass panes of 5.0 mm thickness
257Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover
258Dismantling steel work in single/built-up sections including dismembering and stacking within 50 metres lead
259Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 met res lead as per direction of Engineer-in-charge
260Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.
261Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
262Providing & fixing H-type SS pair of handle of size 300mm
263Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm) with necessary accessories and screws etc. complete.
264Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.(In case of welding , hire charges for welding set will be paid extra) 125x65x2.12 mm.,
265Providing and fixing aluminium Handle for RHS/LHS aluminium windows of similar finish as for window including cleats, screws etc complete
266Providing and fixing stainless steel tower bolts with necessary screws etc. complete. 200 mm
267Providing & fixing stainless steel Door stopper with necessary screws etc. complete. Twin rubber stopper.
268Supplying and Fixing of Flood light of philips Out door type BVP161 30 watt LED street light fittings of Philips including fixing clamp ,accessories like clamps, bolt, nut etc with testing and commissioningin all respect.
269Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
270Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all shades of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Designer Tiles
271Providing and fixing white vitreous china flat back or half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS:2556 C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required. a) Single half stall urinals with 5 litres P.V.C. automatic flushing cistern. Make: Hindwire(CORTO-60023,Flatback Eureka- 60020),Parryware(Niagara N-C0579), Cera (Capriana-S4020112)
272Providing and fixing white vitreous china pedestal type Europen water closet (make:Hindwire(), parryware, Cera) with seat confirming to the IS-7231 with all fittings & fixtures complete including cutting and making good the walls and floors wherever required.WC pan with ISI marked white solid plastic seat & lidheavy duty. Make: Hindware (Slick-20011), Parryware (Elite EWC set-C0297/C0278),Cera (Conventional-S1053101)
273Providing and fixing PVC low level flushing cistern with manually controlled device (handle lever) conforming to IS-7231 with all fittings and fixtures complete. 10 Ltr. Capacity-White . Make: Parryware(Slimline Economy-E8090), Hindware (Sleek Fresh-510218), Cera (Ciena premium-B1010102)
274Providing and fixing PVC waste Flexible pipe 32mm dia for sink or wash basin including PVC waste fittings complete as directed by EIC.
275Providing and fixing Vitreous china Urinal partition of standard design and required color using screws etc complete as directed by EIC. Make:Parryware (Partition Plate-C0571) or Equivalent
276Providing and fixing washbasin with C.I. brackets, 15mm CP brass pillar taps, 32mm CP brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : Oval type washbasin for mounting under the counter Waste coupling : Parko/Volga Bottle Trap: Parko/Volga with a 15 mm C.P. brass pillar tap. Make: Cera (CADAL-S2040121), Hindware (Compact-10004), Parryware (Cascade classic-C0476, Flair-C0477)
277Providing and installation heavy duty Health Faucet including PVC Connector of approved make with ISI mark as directed by EIC. (Make- HINDWARE (F160110),CERA (F8030110AB),PARRYWARE (Pluto-E8384A1)
278Providing and fixing 31 mm dia heavy duty CP Bottle trap matching with the existing if any as directed.(Make- JAQUAR, HINDWARE, CERA,PARRYWARE)
279Providing and fixing heavy duty CP pillar cock - Pressmatic type to wash basin size 15mm of approved ISI make as directed. Make :HINDWARE (F400001),CERA(F1013111),PARRYWARE(G4702A1)
280Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes . Make: astral/prince/supreme
281Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes 25mm dia, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal outer dia Pipes. Make: astral/prince/supreme
282Providing and fixing heavy duty CP concealed two way bib cock size 12mm dia. Of approved make with ISI mark as directed. Make : HINDWARE (F690005), CERA (F1013163), PARRYWARE (G471ZA1)
283Providing and fixing 75 mm dia PVC pipe of approved make with necessary bends, unions, tees, clamps etc. complete as per specifications and as directed by Engineer Incharge. The rates shall be inclusive of providing chase for concealed piping wherever required and making the surface complete.Make: astral/prince/supreme
284Providing and fixing 100 mm dia PVC pipe of approved make with necessary bends, unions, tees, clamps etc. complete as per specifications and as directed by Engineer Incharge. The rates shall be inclusive of providing chase for concealed piping wherever required and making the surface complete .Make: astral/prince/supreme
285Providing and fixing unplasticised P.V.C. connection pipe with brass unions: 45 cm length-15 mm nominal bore
286Providing and fixing CP Jali for nahni trap as directed of size 100mm dia as directed by EIC.
287Providing stone ware gully traps of 9\\"x9\\" size as directed by EIC.
288Providing and fixing 25 mm Ball valve including all tools and tackles directed by EIC.
289Providing and fixing PTMT towel rail complete with brackets fixed to. wooden cleats with CP brass screws with concealed| fitings arrange ment of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. Make: Hindware (F880005), Cera (F5013104CH), Parryware (T6901A1)
290Providing and fixing 100 x 80mm PVC deep seal Nahani Trap of insect proof type with PVC heavy grating and frame as directed by EIC.
291Providing and fixing of Angle cock of approved make, including all tools and tackles as directed by EIC.Make: Hindware (F440005), Cera (F2013201), Parryware (G3107A1)
292Providing and fixing Stop cock of size 20 mm dia. Including all tools and tackles as dircted by EIC.
293Providing, erecting & Fixing of 1000 liter capacity Sintex water tank with all fixtures like inlet / outlet / overflow float valves etc. complete as directed including transporting to site and along with Scaffolding and Supplying all the Materials, Tools, Tackles & Labors for replacing approved Sintex Over Head 1000 Liter. Water Tank & C.I. lockable Over Head Water Tank Covers etc. Scaffolding/Crane to lift the tank at any height shall be under Agency Scope\\"
294Supplying Installation, lowering, commissioning & testing of KSB make submersible pump to be lowered in 100 mm dia casing pipe complete with submersible Motor of 1.50 HP suitable for operation on 400/415 Volt Single phase 50 cycle with following performance: A) Discharge: 0.56 Ltrs./Second. B) Max. Head: 73.00 M. C) RPM: 2900. D) Head discharge: 39.00 to 98.00 M. E) Volt: 220
295Providing and fixing single phase starter for 1.50 HP submersible pump/motor including making connection complete.
296Boring with 125 mm dia casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested : Beyond 30 m depth.
297Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
298Making plinth protection 100 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) over well rammed and compacted soil including finishing with cement punning as directed by EIC.
299Earth work in excavation in ordinary soil,soft/weathered rock by mechanical (Hydraulic excavator) /manual means in foundation, trenches or drains including vegetation removal, dressing of sides and ramming of bottoms, making slope or step cut as advised by engineer in charge, lift from 1.5 m to 3.0 m, including getting out the excavated soil, back filling layer of 230-300 mm in depth, compacting and disposal of surplus excavated soil as directed, within a lead of 50 m. as per direction of Engineer-in-charge.
300Civil Works (Part-B)
301Excavation in all types of hard rock with mechanical equipment rock breaker including all necessary permissions, vegetation removal, depositing / stacking of all materials, removal of vegetation, transporting of surplus excavated material for backfilling or stacking or spreading or removal of surplus excavated earth to the designated place within a lead of 50m as per direction of Engineer-in-charge for all depths.
302Filling available earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 30 cm in depth: consolidating each deposited layer by ramming watering, lead up to 50 m and lift upto 1.5m as per direction of Engineer-in-charge.
303Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size ) as directed by EIC.
304Centring and shuttering including struttting , propping etc.and removal of form with proper finishing for : Walls (any thickness) including attached plaster, buttresses, plinth and string courses etc as directed by EIC.
305Steel reinforcement for R.C.C. work including Shifting, straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars / Thermo-Mechanically Treated bars of approved make as directed by EIC.
306Supply ,fabrication and Laying of Rail
307Installation& Fabrication of GI Channel
308Structural 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.
309Supplying, filling, spreading & levelling gravels of size range 40 mm to 60 mm gravels in the swith yard and other areas in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
310Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as directed by EIC.
311Supply & Installation of Hard Barricading with zebra
312Earth work in excavation in ordinary soil,soft/weathered rock by mechanical (Hydraulic excavator) /manual means in foundation, trenches or drains including vegetation removal, dressing of sides and ramming of bottoms, making slope or step cut as advised by engineer in charge, lift from 1.5 m to 3.0 m, including getting out the excavated soil, back filling layer of 230-300 mm in depth, compacting and disposal of surplus excavated soil as directed, within a lead of 50 m. as per direction of Engineer-in-charge.
313Excavation in all types of hard rock with mechanical equipment rock breaker including all necessary permissions, vegetation removal, depositing / stacking of all materials, removal of vegetation, transporting of surplus excavated material for backfilling or stacking or spreading or removal of surplus excavated earth to the designated place within a lead of 50m as per direction of Engineer-in-charge for all depths.
314Filling available earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 30 cm in depth: consolidating each deposited layer by ramming watering, lead up to 50 m and lift upto 1.5m as per direction of Engineer-in-charge.
315Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size ) as directed by EIC.
316Centring and shuttering including struttting , propping etc.and removal of form with proper finishing for : Walls (any thickness) including attached plaster, buttresses, plinth and string courses etc as directed by EIC.
317Steel reinforcement for R.C.C. work including Shifting, straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars / Thermo-Mechanically Treated bars of approved make as directed by EIC.
318Brick work with first class fly ash bricks in substructure upto plinth level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) as directed by EIC.
31912 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand).
320Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as directed by EIC.
321Earth work in excavation in ordinary soil,soft/weathered rock by mechanical (Hydraulic excavator) /manual means in foundation, trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 m, including vegetation removal, getting out the excavated soil, back filling layer of 230-300 mm in depth, compacting and disposal of surplus excavated soil as directed, within a lead of 50 mas per direction of Engineer-in-charge.
322Supplying and filling in plinth with River sand under floors including, watering, ramming, consolidating and dressing complete.
323Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size ) as directed by EIC.
324Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering and reinforcement- All work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as directed by EIC.
325Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering and reinforcement- All work upto plinth level 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as directed by EIC.
326Centring and shuttering including struttting , propping etc.and removal of form with proper finishing for : Walls (any thickness) including attached plaster, buttresses, plinth and string courses etc as directed by EIC.
327Steel reinforcement for R.C.C. work including Shifting, straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars / Thermo-Mechanically Treated bars of approved make as directed by EIC.
328Providing and fixing precast reinforced concrete cable trench covers, drain covers, fencing post, etc. of class M25 concrete w/c 0.5 (max) leaving cut-outs/ pockets, placing of inserts/ embedments,etc.,complete all as per drawing including shuttering, vibrating, machine mixing, providing lifting arrangements, placing inserts curing handling, transporting, etc. complete but excluding the cost of providing reinforcement, inserts / embedments, with 30 mm downgraded aggregates as directed by EIC. (Cement consumption 7.9 Bag/M3)
329Structural 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.
330Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. - All kinds of soil
331Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller i/c making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres.
332Supplying and levelling at site. Good earth
333Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant atOMC, carriage of mixed material by tippers to work site, for all leads& lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mmto 0.075 mm ) having CBR Value-25
334Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level : 1:1.5:3 (1cement : 1.5 coarse sand (zone-III) :3 graded stone aggregate 20 mm nominal size as directed by EIC.
335Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. - All kinds of soil
336Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 moutside of periphery of the area cleared.
337Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size )
33812 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand).
339Finishing walls with Premium Acrylic Smooth exterior weather coat paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm)
340Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
341Providing all material and constructing brick masonry 230mm. thick and above upto plinth in cement mortar (1:4) using approved quality class 50 conforming to IS:3102 table moulded bricks, including leaving inserts / pockets steel scaffolding, curing, raking joints, etc.
342Structural 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.
343Providing and fixing galvanized steel chain link fencing with 80x80 mm mesh size, 2.5 mm dia mesh wire conforming to IS:2721, MS stirrups wire 2.5 mm dia with tying wire 1.6 mm dia mild steel including providing 25 mm x 4.75 mm MS stretcher bars, eye bolt strainers, ring nuts, hair pins, staples of 3.5 mm wire, cleats of MS angle 75 x 60 x 6 mm, MS droppers 25 mm x 4.75 mm with 38 mm x 4.85 mm half round staples etc., completed as per drawings and specified as directed. (Flat, angle etc will be paid separately).
344Centring and shuttering including struttting , propping etc.and removal of form with proper finishing for : Columns, Pillars, Piers, Abutments, Posts and Struts as directed by EIC.
345Earth work in excavation in ordinary soil,soft/weathered rock by mechanical (Hydraulic excavator) /manual means in foundation, trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 m, including vegetation removal, getting out the excavated soil, back filling layer of 230-300 mm in depth, compacting and disposal of surplus excavated soil as directed, within a lead of 50 mas per direction of Engineer-in-charge.
346Filling available earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 30 cm in depth: consolidating each deposited layer by ramming watering, lead up to 50 m and lift upto 1.5m as per direction of Engineer-in-charge.
347Clearing vegetation including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of same upto a distance of 50 m outside of periphery of the area cleared as per direction of Engineer-in-charge.
348Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:2:4 (1cement : 2 coarse sand (zone-III) :4 graded stone aggregate 20mm nominal size as directed by EIC.
349Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size ) as directed by EIC.
350Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering and reinforcement: a) 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as directed by EIC.
351Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as directed by EIC.
352Centring and shuttering including struttting ,propping etc.and removal of form with propper finishing for : Foundations , footings , bases of columns etc for mass concrete as directed by EIC.
353Centring and shuttering including struttting , propping etc.and removal of form with proper finishing for : Columns, Pillars, Piers, Abutments, Posts and Struts as directed by EIC.
354Steel reinforcement for R.C.C. work including Shifting, straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars / Thermo-Mechanically Treated bars of approved make as directed by EIC.
355Steel reinforcement for R.C.C. work including Shifting, straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold twisted bars / Thermo-Mechanically Treated bars of approved make as directed by EIC.
356Brick work with first class fly ash bricks in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) as directed by EIC.
357Providing and fixing punched tape concertina coil (6 kg) 560mm dia after streching to be fixed on existing Y angle post over fencing / boundary wall streched upto 6mts. opening to be fixed with rivets, C-clips with all necessary arrangment, scaffolding complete in all respect with all lead & lift as directed by Engineer in Charge.
35812 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand).
359Providing 18mm C.P. in two coats underlayer 12mm C.P. 1:4 and toplayer 6mm thick C.P. 1:4 finished even and smooth on masonry wallsincludingracking out joints, scrapping and cleaning the surface and finishingthe plastered surface smooth to proper plumbs and levels andproviding grooves as shown in the drawing including cost of all materials,labour,conveyance, loading and unloading, royalty, scaffolding,watering, curing, sundries, tools and plants, etc., complete excluding GSTas per the direction of the Engineer-in-charge.
360Finishing walls with Premium Acrylic Smooth exterior weather coat paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm)
361Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
362Demolishing brick work manually/mechanical means including stackingof serviceable material and disposal of unserviceable material within50 metres lead as per direction of Engineer-in-charge. In cementmortar
363Steel work in built up hollow sections in Trusses, gates, gratings etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including MS plates of all sizes, bolt of all sizes, special shaped washers etc. complete as directed by EIC. Hot finished welded type tubes.
364Providing and fixing galvanized steel chain link fencing with 80x80 mm mesh size, 2.5 mm dia mesh wire conforming to IS:2721, MS stirrups wire 2.5 mm dia with tying wire 1.6 mm dia mild steel including providing 25 mm x 4.75 mm MS stretcher bars, eye bolt strainers, ring nuts, hair pins, staples of 3.5 mm wire, cleats of MS angle 75 x 60 x 6 mm, MS droppers 25 mm x 4.75 mm with 38 mm x 4.85 mm half round staples etc., completed as per drawings and specified as directed. (Flat, angle etc will be paid separately).
365Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete as directed by EIC.(In case of welding , hire charges for welding set will be paid extra) 125x65x2.12 mm. Make: Godrej/ Dorma/ Doorset/Hettich or Equivalent.
366Providing and fixing ISI marked oxidised M.S. Aldrop with nuts and screws etc. complete as directed by EIC. 250x16mmMake: Godrej/ Dorma/ Doorset/Hettich or Equivalent.
367Structural 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.
368Providing and fixing reinforced barbed wire tape (RBT) (2.6mm) thick single wire along the boudary wall / fencing on angle iron post with all necessary fitting such as welding of nuts, bolts, clips, TSP & labour etc.complete (Cost of angle iron post or any steel member shall be paid seperately)
369Supply and installing barbed wire including Stretching barbed wire (SINGLE row ) on angle posts including fixing of split pins etc. at any height. (Barbed wire shall shall be procurred by the contractor at his cost)
370Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
371Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
372Prunning the branches of tree as required including arrangement of ladder, axe, saw etc to complete the job including removing of vegetation from site to the dumping yard upto any lead and lift.
373Centering and shuttering including strutting, propping etc. and removal of form for with proper finishing : Lintels, beams, plinth beams, girders, bressumers and cantilevers as directed by EIC.
374Brick work with first class fly ash bricks in substructure upto plinth level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) as directed by EIC.
375Providing on hire JCB with fuel, operator and carrying out work as directed( one shift is of 8 hrs)
376Dewatering at locations of water logged areas like cable trenches, taxi track, floors etc. using required pump and motor irrespective of source of incoming water including all T&P, labour , etc. complete. (The unit of per day is meant for 8 hours and it shall be paid judicially on pro-rata basis depending upon the quantum and duration of job but not less than 0.25 day)
377Earth work in excavation in ordinary soil,soft/weathered rock by mechanical (Hydraulic excavator) /manual means in foundation, trenches or drains including vegetation removal, dressing of sides and ramming of bottoms, making slope or step cut as advised by engineer in charge, lift from 1.5 m to 3.0 m, including getting out the excavated soil, back filling layer of 230-300 mm in depth, compacting and disposal of surplus excavated soil as directed, within a lead of 50 m. as per direction of Engineer-in-charge.
378Excavation in all types of hard rock with mechanical equipment rock breaker including all necessary permissions, vegetation removal, depositing / stacking of all materials, removal of vegetation, transporting of surplus excavated material for backfilling or stacking or spreading or removal of surplus excavated earth to the designated place within a lead of 50m as per direction of Engineer-in-charge for all depths.
379Filling available earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 30 cm in depth: consolidating each deposited layer by ramming watering, lead up to 50 m and lift upto 1.5m as per direction of Engineer-in-charge.
380Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size ) as directed by EIC.
381Centring and shuttering including struttting , propping etc.and removal of form with proper finishing for : Walls (any thickness) including attached plaster, buttresses, plinth and string courses etc as directed by EIC.
382Steel reinforcement for R.C.C. work including Shifting, straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars / Thermo-Mechanically Treated bars of approved make as directed by EIC.
383Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering and reinforcement- All work upto plinth level 1:2:4 (1cement : 2 coarse sand (zone-III) :4 graded stone aggregate 20 mm nominal size as directed by EIC.
384Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as directed by EIC.
385Structural steel work riveted, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer all complete
386Sply & Inst of Hume Pipe (upto200mm Dia)
387Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground (Necessary Documents/receipt challan to be provided to TPCODL) or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
388Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size ) as directed by EIC.
389Supplying, filling, spreading & levelling gravels of size range 40 mm to 60 mm gravels in the swith yard and other areas in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
390Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with course sand etc. all complete as per the direction of Engineer - in - charge.
391Supply of unskilled workman i/c all T&P for miscellaneous works at site as per direction of E in charge.
392Supplying and filling in plinth with River sand under floors including, watering, ramming, consolidating and dressing complete.
393Supplying and levelling at site. Good earth
394Part-D(Construction of 14 no. of 11kv DP with Isolator at 33/11kv PSS)
395WPB (GI) Pole 160x152 (11Mtr. Long, 30.44KG/Mtr.)-DP(Total Pole Weight with Base Plate & Stiffner=334.84 KG+10.74 KG= 345.58 KG)
396Top Channel(GI) 100X50X6mm, 9.56 KG/Mtr., each Channel(GI) length 3 mtr., 2 no's Channel(GI) required =( 2x9.56x3)
397Fish Plate(GI) 50x6 mm., 2.36 kg/Mtr., each 0.280 mtr. length, 6 no's required = (6x2.36x0.280)
398AB switch Mounting Channel(GI) 75X40X4.8mm, 7.14KG/Mtr, each Channel(GI) length 3 Mtr., 2 no's Channel(GI) required =( 7.14x3x2)
399AB Switch Side Support Channel(GI) 100X50X6mm,9.56 KG/Mtr., each Channel(GI) length 0.35 mtr., 2 no's Channel(GI) required =( 9.56x2x0.35)
400Channel(GI) Support for down Pipe 75X40X 4.8mm., 7.14KG/Mtr., each Channel(GI) length 0.8 Mtr., 1 no's Channel(GI) required =( 7.14x0.8x1)
401Double Pole Belting Channel(GI) 75X40X 4.8mm., 7.14KG/Mtr., each Channel(GI) length 3.0 Mtr., 4 no's Channel(GI) required =( 7.14x3x4)
40250x50x6mm.GI Bracing Angle(GI), 4.5Kg./mtr., each Angle(GI) length 3.512 mtr., 4 nos Angle(GI) required = (4.5x3.512x4)
403Danger Plate, 2 no's.
404Back Clamp for danger Plate 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 2 no's = (2x0.59x0.510)
405H.T. Stay clamp, 50x8 mm. Flat(GI), 3.14Kg/Mtr., 0.551 Mtr. Length, 2 no's qty. required ( 1 Pair)
406H.T. Stay set (Complete )
407H.T. Stay Insulator Type-C
4087/10 SWG Stay Wire 15kg /stay
409Gi Pipe Earthing 40mm. 3 Mtr. Long
41050x6mm Flat(GI) for earthing, 2.36kg/mtr., (12.5 Mtr. For L.A, 3 Mtr for AB Switch Body, 2.5 mtr. For mesh formation and 2.5 mtr. For raising)= 20.5x2.36
411GI barbed wire anticlimbing device 3 Kg. Per support, 2 no's qty. required =(2x3kg)
412Back Clamp for anticlimbing device 25X3 mm. Flat(GI), 0.59Kg/Mtr. Flat(GI) of 0.510mtr length 8 no's = (8x0.59x0.510)
413Lightning Arrester(12KV,10KA) (Station Class,class-2)
41411 KV 630 Amp Motorized Isolator with Earth Switch (48 V DC)
41511 KV pin insulator polymer
416H W fitting(B&S) 70KN, 3Bolt
417Disc insulator (B&S) 70 KN polymer
418WEDGE CONNECTOR FOR 100 SQMM.CONDUCTOR
419Paddle clamp for wedge connector of 100 sq.mm AAA conductor
420POLYCARBONATE BIRD GUARD
421GI Nut , Bolt & Washer of different sizes (13.718 Kg each DP with AB Switch)
422Black Paint(GIS Numbering & Zebra Stripping)
423Yellow Colour Paint(GIS Numbering & Zebra Stripping) for Background
424Erection Portion
425Fixing of complete 11KV line Complete stay set includes 1) Turn Buckle Assembly 2) Stay Rod & Stay plate 3) Stay Insulator 4) Stay Wire.5)Stay clamps with Nuts & bolts BA will do the excvation including excvation, supply of 0.5Cum cement concrete foundation 1:2:4 size ( 500mmx500mmx800mm) using 20mm BHG metal with all labour and material as per TPCODL Drawing & Standard.
426Concreting ratio 1:1.5:3(M-20 Grade) (500mm X 500mm X 1800mm) = 0.45Cu.mtr (Per Pole)
427Couping ratio 1:1.5:3 (M-20 Grade) with dimension (500X500X450) = 0.1125 Cu mtr(Per Pole)
428Provide necessary civil material for construction of Earthing chamber, excavation & installation of incuding earthingpipe dia up to 100mm dia for length of 3Mtr.Scope also includes necessary nutbolt, 25 Kg Bentonide Power , connection & welding with incoming earth Flat(GI). The work to be executed as per TPCODL drawing & design
429100 Sqmm AAA Conductor
430Part-E 1. Construction of 3 no. 11kv Feeders emanating from TP-3 PSS. Length of each feeder is 5KM with RING Arrangement. Total length- 15KM.2. Supply & Installation of 5 Nos. 11 kV 4 Way RMU with Aux. PT.
431Supply of 11kV, 3Core, 400sqmm, XLPE insulation armoured UG cable (SC rating of cable in kA- 37.7kA and SC rating of Armour in kA- 15kA)
432Supply of Straight through jointing kits Heat Shrinkable type suitable for 11kV, 3Core, 400sqmm, aluminium UG Cable kits
433Supply of Indoor termination kits Heat Shrinkable type suitable for 11kV, 3Core, 400sqmm, HT UG Cable kits
434Supply of materials for High Density Polyethelene (HDPE) pipe 200mm diameter, PE 80- PN8 for laying of 11kV UG cable
435Supply of 11kV RMU 4WAY 630A LLVV WITH FRTU & AUXPT
436Earthing Conductor: 50X6 mm (2.4kg./mtr.) Flat(GI) for equipment, structure etc.)
437Pipe Earthing 40mm. GI Pipe
438Erection Portion
439Laying, Commissioning & Testing of 11kV, 3Core, 400sqmm, XLPE insulation (extruted type) UG cable by open trench method.
440Erection of Straight through jointing Kits/Outdoor termination kits/Indoor termination Kits Heat Shrinkable type suitable for 11kV, 3Core, 400sqmm, aluminium UG cable kits
441Laying of 200mm dia PE 80-PN8, HDPE pipe inside open trench.
442Erection of 11kV RMU 4WAY 630A LLVV WITH FRTU & AUXPT
443Civil works
444Earth work excavation of soil
445Earth work excavation of hard rock
446Back filling with excavated soil outside and above the trench
447Prefabricated RCC foundation of 11kV RMU
448SITC of GI Fencing with Gate around each RMU
449Construction Earthing chamber including installation of earthing pipe.Making earthing chamber including excavation , soil treatment with bentonide powder , calculation of earthresistance, including Installation of 3Mtr GI Pipe 40mm/50mm including welding of Flat(GI)around pipe .
450Supply and Erection of Cable Route Marker along the cable route at an interval of 30mtrs with civil works
451Part-F(Supply and Installation of 21 Nos 11/0.4 KV 630 KVA CSS.)
452630 KVA , 11/ 0.4 KV Compact Sub-station
45350x6mm Flat(GI) for earthing, 2.36kg/mtr., (2.5x7 mtr. For mesh formation, 10x2 mtr. for DTR Nutral, (5+5) mtr. For DTR Body,3 mtr. for Fencing, (5+5) mtr. For RMU Body) ( Each 60.5x 2.36=142.78 Kg)
45440 mm Nominal bore GI pipe (medium gauge) earthing device with 3 mtr .Long
455Erection Portion
456Erection of 630 KVA , 11/ 0.4 KV Compact substation
457Civil Portion
458Construction Earthing chamber including installation of earthing pipe.Making earthing chamber including excavation , soil treatment with bentonide powder , calculation of earth resistance, including Installation of 3Mtr GI Pipe 40mm/50mm including welding of Flat(GI) around pipe .
459CSS Foundation
460SITC and Erection of GI Fencing with Gate
461Part-G(Construction of 25 KM of LT Lines using 1.1kV, 4Core, 300sqmm, XLPE insulation armoured U/G cable without spare and Installation 147 Nos. LT feeder piller)
462Supply of 1.1kV, 4Core, 300 sqmm, XLPE insulation armoured -Aluminium UG cable
463Supply of HDPE PE 80-PN8 pipe of 160mm diameter
464LT FEEDER PILLAR BOX 630A, 1PH-18,3PH-6Material of the LT feeder pillar enclosure,,Fabricated with GI , 3mm thickness of body & 2mm Door.,,I/C MCCB with protection feature &prefer make,,630 Amp MCCB, 30KA TP MCCB -02 Nos.O/G 3 pole MCCBs with prefermake,,O/G 3pole MCCB- 100 A-06 Nos.O/G 2 pole MCBs with prefer make,,O/G 2pole MCCB- 63 A-18 Nos.
465Earthing Conductor: 50X6 mm (2.4kg./mtr.) Flat(GI) for equipment, structure etc.)
466Pipe Earthing 40mm. GI Pipe
467Erection Portion
468Laying of 1.1kV, 4Core, 300 sqmm, XLPE insulation armoured -Aluminium UG cable
469Laying 160mm HDPE Pipe in Open trench
470Installation, Testing & Comissioning of Feeder Pillar /Minipillar Type as per TPCODLspecification on existing Structure/foundation. Scope of work exclude construction of foundation (brick work, concreting etc) and earthing
471Supply and erection of double Compression Flameproof Type Glanding for armored Cable 3.5/4C 240-300sqmm including making hole in Base plate and dressing of cable along with vermin proofing properly .Supply to be done as per TPCODL Spec and approved make dowells.
472Civil Portion
473Civil Cost for making foundation of feeder Pillar as per TPCODL Drawing.
474Construction Earthing chamber including installation of earthing pipe.Making earthing chamber including excavation , soil treatment with bentonide powder , calculation of earthresistance, including Installation of 3Mtr GI Pipe 40mm/50mm including welding of Flat(GI)around pipe .
475Supply of GI Fencing with Gate around each FDP Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56737357
AUTHORITY Local Bodies
TENDER VALUE 52.03 Crore
LAST DATE 28-08-2026
Authority
Authority Name Bhubaneswar Development Authority
Work Description Tender for Development Of External Electrification And Permanent Power Supply To Tp-3 Project Under Bda, Bhubaneswar.
Basic Detail
Tender No 556/EM/BDA/2026-27, Dated-23/07/2026
Bidding Type Tender
Location
City Khordha
State Odisha
Key Dates
Publish Date 29 Jul 2026
Submission Date 28 Aug 2026
Open Date 29 Aug 2026
Finance
Tender Value 52.03 Crore
Tender Fee 11800
EMD 52.03 Lakhs
Exemption Available
Document List
17c887dc-9bc1-41f9-a029-35ad89d696bd.html
BOQ_603774.xls
DTCNtpTHREEelect.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 28 days
Aug 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 29 days

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BOQ_603774.xls

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