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Tender For Civil Work - Construction Of Sports Infrastructure At Perumbakkamscheme In Chengalpattu District Under Cmda Fund., perumbakkam-Tamil Nadu

Tamil Nadu Urban Habitat Development Board-agecode007 has published Tender For Civil Work - Construction Of Sports Infrastructure At Perumbakkamscheme In Chengalpattu District Under Cmda Fund.. Submission Date for this Tender is 14-03-2024. Civil Work Tenders in perumbakkam Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

41952552
Corrigendum : Tender For Civil Work - Construction Of Sports Infrastructure At Perumbakkamscheme In Chengalpattu District Under Cmda Fund.
Open Tender
Indian
Tamil Nadu
perumbakkam
14-03-2024

Tender Details

Tender For Civil Work - Construction Of Sports Infrastructure At Perumbakkamscheme In Chengalpattu District Under Cmda Fund.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 26-Feb-2024 Date Corrigendum Date 04-03-2024
2 04-Mar-2024 Date Corrigendum notice 2 Date 14-03-2024

Key Value

Document Fees
Refer document
EMD
INR 84000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Construction of Sports infrastructure at PerumbakkamScheme in Chengalpattu district under CMDA Fund.
Sl. No. Item Description
1Providing 1 No Basketball Court
2Surface Preparation: Preparation of sub grade, sectioning, levelling and rolling to proper camber and gradient. Compacting with 8-10 ton roller including labour chargesfor sectioning, hire, fuel charge for road roller, watering and all other incidental charges etc.,
3SKIRTING WALL FOR PLAY AREA
4Earth work excavation for foundation with all leads and lifts in alla soils and subsoils to the required depth as may be directed except hard rock requiring blasting inclusive of shouring, Strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thickness well consolidated depositing the surplus earth in places shown and levelling the cite with all initial leads and lifts etc complete complied with relevent standard specification. Bed width of less than 1.25 m
5Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.
6Brick work in cement mortar 1:5 (One of cement and five of sand) using Fly Ash bricks of minimum size 23cm × 11cm × 7cm includingproper setting, curing, etc., complete in all respects in Foundation and Basement.
7Plastering the walls with Cement Mortar 1:5 (One of cement and four of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers.
8Painting the walls with two coats of approved cement paintover one coat of primaring coat of cement paintincluding the cost of paint, brush, scaffolding etc.,in all respect as directed by the departmental officers.
9BASE SURFACE- CONCRETE COURTS
10Cement concrete 1:4:8 (one of cement, four of M-sand and eight ofhard broken stone) using 40mmsize hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers.
11Providing and laying in position, Ready Mix Concrete M-25 Grade in accordance with IS: 456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (Plasticiser/super plasticiser) in recommended proportions as per IS:9103 to accerlerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges,centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing etc., and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claimingextra etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials.)
12Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 500D Grade steel reinforncment bars as per IS 786:1979 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., completein all floors (The rate to include the cost of binding wire steel also)
13Supplying and erecting in position LIGHT DUTY STEEL TRUSSES as per the drawing. The materials and design of the trusses should confirm to the relevant Indian Standard specification. The trusses shall be procured only from reputed manufactures of trusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design. The rate quoted shall include the cost of trusses. Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves,the members fixing accessories etc., painting one coat of red-oxide paint and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc., The roof sheeting shall project 0.762m from the eves purlins. For structures like CYCLE STAND, PARKING GARAGE, TEMPORARY ENCLOSERS. (796A) corporation SoR
14Supplying and fixing MS flat of size 25mm X 3mm thick including cutting, threading and jointing with necessary specials fixing to wall with clamps and screws including making holes in the wall or drilling holes in roof and making goodthe wall or roof after fixing with necessary scaffolding etc.,complete.
15Supplying and fixing Chain Link Fencing of chain link 20mm size,8 guage.The height of fence 4.3 m after leaving 75mm gap from G.L incliuding all necessary binding wires etc.(ISI STD) 2022 - 2023
16Painting two coat with ready mixed synthetic enamelpaint (I class) of approved quality and colour,one coats for new iron worksetc.complete
17Providing 2 Nos Volleyball Court
18Surface Preparation: Preparation of sub grade, sectioning, levelling and rolling to proper camber and gradient. Compacting with 8-10 ton roller including labour chargesfor sectioning, hire, fuel charge for road roller, watering and all other incidental charges etc.,
19BASE SURFACE - CLAY COURTS
20Paving the play area with fly ash bricks 0f size 23cmx11cmx7cm, 11 cm thick over the bed of M-Sand including laying the bricks in proper position and pointind the joint to full depth of brick with red soil earth and the top surphase rendered smooth, curing etc complete as direted by deparment officers
21Supply & stackingof red earth at site to the departmental guage for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.
22Spreading of red soil including watering and rolling which hand roller for every 75 mm thickness – including hire charges of roller.
23SKIRTING WALL FOR PLAY AREA
24Earth work excavation for foundation with all leads and lifts in alla soils and subsoils to the required depth as may be directed except hard rock requiring blasting inclusive of shouring, Strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thickness well consolidated depositing the surplus earth in places shown and levelling the cite with all initial leads and lifts etc complete complied with relevent standard specification. Bed width of less than 1.25 m
25Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.
26Cement concrete 1:4:8 (one of cement, four of M-sand and eight ofhard broken stone) using 40mmsize hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers.
27Brick work in cement mortar 1:5 (One of cement and five of sand) using Fly Ash bricks of minimum size 23cm × 11cm × 7cm includingproper setting, curing, etc., complete in all respects in Foundation and Basement.
28Plastering the walls with Cement Mortar 1:5 (One of cement and four of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers.
29Painting the new plastered walls with two coats of approvedcement paint over one coat of primer including lime, gum , brushes , scaffolding and labour charges etc., complete as directed by the departmental officers.
30Supplying and erecting in position LIGHT DUTY STEEL TRUSSES as per the drawing. The materials and design of the trusses should confirm to the relevant Indian Standard specification. The trusses shall be procured only from reputed manufactures of trusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design. The rate quoted shall include the cost of trusses. Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves,the members fixing accessories etc., painting one coat of red-oxide paint and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc., The roof sheeting shall project 0.762m from the eves purlins. For structures like CYCLE STAND, PARKING GARAGE, TEMPORARY ENCLOSERS.
31Supplying and fixing MS flat of size 25mm X 3mm thick including cutting, threading and jointing with necessary specials fixing to wall with clamps and screws including making holes in the wall or drilling holes in roof and making goodthe wall or roof after fixing with necessary scaffolding etc.,complete.
32Supplying and fixing Chain Link Fencing of chain linkChain link - 2" x 2" using 10 Gauge Galvanised Iron Wire (of all sizes).The necessaryheight of fence from G.L incliuding all necessary binding wires etc.(ISI STD.
33Painting two coat with ready mixed synthetic enamelpaint (I class) of approved quality and colour,one coats for new iron worksetc.complete
34Providing 200m Athletic Track
35Surface Preparation: Preparation of sub grade, sectioning, levelling and rolling to proper camber and gradient. Compacting with 8-10 ton roller including labour chargesfor sectioning, hire, fuel charge for road roller, watering and all other incidental charges etc.,
36BASE SURFACE - CLAY COURTS
37Brick Partition wall 11cm thick in red soil mix using Fly Ash bricks of size not less than 23cmx11cmx7cm including fixing the frames of doors and windows, scaffolding and proper setting, curing, finishing etc., complete as directed by the departmental officers
38Supply & stackingof red earth at site to the departmental guage for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.
39Spreading of red soil including watering and rolling which hand roller for every 75 mm thickness – including hire charges of roller.
40SKIRTING WALL FOR PLAY AREA
41Earth work excavation for foundation with all leads and lifts in alla soils and subsoils to the required depth as may be directed except hard rock requiring blasting inclusive of shouring, Strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thickness well consolidated depositing the surplus earth in places shown and levelling the cite with all initial leads and lifts etc complete complied with relevent standard specification. Bed width of less than 1.25 m
42Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.
43Brickwork in cement mortar 1:6 (One of cement and six of M-sand) using fly ash bricks of size 230mm X 110mm X 70mm in Ground floor including dewatering wherever necessary proper setting and curing etc. complete in all respects as directed by the departmental officer.
44Plastering the walls with Cement Mortar 1:5 (One of cement and four of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers.
45Painting the new plastered walls with two coats of approvedcement paint over one coat of primer including lime, gum , brushes , scaffolding and labour charges etc., complete as directed by the departmental officers.
46Providing 2 Nos Kabbadi Court
47Surface Preparation: Preparation of sub grade, sectioning, levelling and rolling to proper camber and gradient. Compacting with 8-10 ton roller including labour chargesfor sectioning, hire, fuel charge for road roller, watering and all other incidental charges etc.,
48BASE SURFACE - CLAY COURTS
49Paving the play area with fly ash bricks 0f size 23cmx11cmx7cm, 11 cm thick over the bed of M-Sand including laying the bricks in proper position and pointind the joint to full depth of brick with red soil earth and the top surphase rendered smooth, curing etc complete as direted by deparment officers
50Supply & stackingof red earth at site to the departmental guage for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.
51Spreading of red soil including watering and rolling which hand roller for every 75 mm thickness – including hire charges of roller.
52SKIRTING WALL FOR PLAY AREA
53Earth work excavation for foundation with all leads and lifts in alla soils and subsoils to the required depth as may be directed except hard rock requiring blasting inclusive of shouring, Strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thickness well consolidated depositing the surplus earth in places shown and levelling the cite with all initial leads and lifts etc complete complied with relevent standard specification. Bed width of less than 1.25 m
54Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.
55Brickwork in cement mortar 1:5 (One of cement and Five of M-sand) using fly ash bricks of size 230mm X 110mm X 70mm in Ground floor including dewatering wherever necessary proper setting and curing etc. complete in all respects as directed by the departmental officer.
56Plastering the walls with Cement Mortar 1:5 (One of cement and four of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers.
57Painting the new plastered walls with two coats of approvedcement paint over one coat of primer including lime, gum , brushes , scaffolding and labour charges etc., complete as directed by the departmental officers.
58Providing 1 No Kho Kho Court
59Surface Preparation: Preparation of sub grade, sectioning, levelling and rolling to proper camber and gradient. Compacting with 8-10 ton roller including labour chargesfor sectioning, hire, fuel charge for road roller, watering and all other incidental charges etc.,
60BASE SURFACE - CLAY COURTS
61Paving the play area with fly ash bricks 0f size 23cmx11cmx7cm, 11 cm thick over the bed of M-Sand including laying the bricks in proper position and pointind the joint to full depth of brick with red soil earth and the top surphase rendered smooth, curing etc complete as direted by deparment officers
62Supply & stackingof red earth at site to the departmental guage for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.
63Spreading of red soil including watering and rolling which hand roller for every 75 mm thickness – including hire charges of roller.
64SKIRTING WALL FOR PLAY AREA
65Earth work excavation for foundation with all leads and lifts in alla soils and subsoils to the required depth as may be directed except hard rock requiring blasting inclusive of shouring, Strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thickness well consolidated depositing the surplus earth in places shown and levelling the cite with all initial leads and lifts etc complete complied with relevent standard specification. Bed width of less than 1.25 m
66Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.
67Brickwork in cement mortar 1:5 (One of cement and five of M-sand) using fly ash bricks of size 230mm X 110mm X 70mm in Ground floor including dewatering wherever necessary proper setting and curing etc. complete in all respects as directed by the departmental officer.
68Plastering the walls with Cement Mortar 1:5 (One of cement and four of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers.
69Painting the new plastered walls with two coats of approvedcement paint over one coat of primer including lime, gum , brushes , scaffolding and labour charges etc., complete as directed by the departmental officers.
70Exercise equipements with necessary surface arrangements
71Open Earth work excavation for foundation with all leads and lifts in all soils and subsoils to the required depth in all soils and subsoils as may be directed except hard rock requiring blasting inclusive of shouring, Strutting and bailing out water wherever necessary with excavated earth in layers of 15cm thickness well consolidated depositing the surplus earth in places shown and levelling the cite with allleads and lifts etc complete in alla respects as directed by the departmental officers initial lift of 2m
72Filling in foundationand basement with M-Sand in layers not exceeding 15 cms thick well wateredrammed and consolidated complying withrelevant standard specificationincluding the cost of supplying river M-Sand etc., complete in all respects as directed by the departmental officers.
73Cement concrete 1:4:8 (one of cement, Four of M-sand and Eight ofhard broken stone) using 40mmsize hard broken stone inclusive of shoring, strutting, bailing out water ramming curing etc complete as directed by the departmental officers
74Supply and fixing of ARM & SHOULDER WHEEL Supply, Erection and Fixing of Arm & Shoulder Wheels 1300 x 1200 x1350 mm 4mm pipe Main Post made of 4 Inch Pipe and other main pipes1-1/2 inch Pipes. 3 mm thickness pipes Double coat Powder coating, Heavy duty Branded sealed Ball bearing, for long lasting life.
75Supply and fixing of  PUSH PULL UP CHAIR Promotes upper body and triceps strength Lat Pull Down developsupper body strengths Size 2900 x 775 x 2060mm Main Post made of 4 Inch Pipe and other main pipes 1-1/2 inch Pipes. 3 mm thickness pipes Double coat Powder coating, Heavy duty Branded sealed Ball bearing, for long lasting life. Steel Foot rest / Foot Paddle for long lasting life.
76Supplying, erecting and Fixing precast reinforcement bench with back rest. Bench shall consist of 2 nos. L shaped bases support in natural cement color of thickness 100mm, back height 1000mm, front height 450mm, base width 620mm and 5Nos Reinforced Concrete planks in red color and size of 1500x100x50mm and 1no. reinforced concrete plank of 150x200x50mm: manufactured by using M-30 grade concrete & reinforced suitably: all parts tobe joined with galvanized nuts and bolts of suitable size. etc as directed by the site in-charge
77Supply and fixing of DOUBLE CROSS WALKER Cardio, lower/ upper body exercise. Main Post made of 4 Inch Pipe and other main pipes 1- 1/2 inch Pipes. 3 mm thickness pipes (1680 x 515 x 1780 mm) 4 mm pipe Double coat Powder coating, Heavy duty Branded sealed Ball bearing, for long lasting life. Steel Foot rest / Foot Paddle for long lasting life.
78Supply and fixing of SIT UP & PUSH UP BENCH (SINGLE) Abdominal muscles, upper Leg muscle and Back muscle exercise. Also strengthens ArmShoulders muscles. Size: 1650 x 750 x 1400mm – 4mm pipe Main Post made of 4 Inch Pipe and other main pipes 1-1/2 inch Pipes. 3 mm thickness pipes Double coated Powder coating, Heavy duty sealed Ball bearing, for long lasting life
79Supply and fixing of Double Bar / Parallel Bar Frame:1/2”GI pipe, 2.5mm thick, B class, height:41/2’, product size:6’*2’ paint: pu coating
80Inner drainage for track and courts
81Earth work excavation for foundation with all leads and lifts in alla soils and subsoils to the required depth as may be directed except hard rock requiring blasting inclusive of shouring, Strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thickness well consolidated depositing the surplus earth in places shown and levelling the cite with all initial leads and lifts etc complete complied with relevent standard specification. Bed width of less than 1.25 m
82Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.
83Cement concrete 1:4:8 (one of cement, four of M-sand and eight ofhard broken stone) using 40mmsize hard broken stone inclusive of shoring, strutting, bailing out water ramming curing etc complete as directed by the departmental officers.
84Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loftetc., including shuttering, upto3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete as directed by the departmental officer. (Raft beam, Grade beam & Plinth beam ect.,)
85Providing and laying in position, RMC M-25 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3"3 cu"m") 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu"m") 7670 kg" of M sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).
86Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 500D Grade steel reinforcement bars as per IS 786:1979 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all respect as directed by the departmental officer ( In all floors) (The rate to include the cost of binding wire steel also, steel rods for all sizes).
87Supplying and laying of UPVC -non pressure pipes as per IS 15328/2003 [SN8-SDR (S 16.5)] and laying and jointing of UPVC pipes to the proper grade and aligment as indicated in drawing / design and hydraulically testing of the pip[e line. The rate shall include cost of all necessary jointing materials testing charges with water conveyed within a lead of 1km,labour etc. complete. 200mm dia UPVC SN - 8 pipe
88Construction of inspection chamber of size 60cm × 60cm for 0.6m depth with Reinforced cement concrete wall of 15cm thickand base slab of10cm thick of 1:2:4 proportion (One of cement, two of sand and four of hard broken granite stones ) using 20mm gauge hard broken granite stones including the cost of steel and fabrication of reinforcement grills in position shutterring centering etc.,cement concrete 1:4:8 20mm HBSJof 10cm thick for foundation including channeling benching etc., and top covered withextra heavy duty cover slab SFRC slab with frame 600mm(clear opening) including casting and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc., complete in all respects
89Lighting arrangements for courts and Stadium premises
90SUPPLYOF ONE NO OF 6 MT X 88.9 MM OD X 4.05 MM THICKSTREET LAMP POST WITH 2.7 Mtr SINGLE ARCH BRACKET, 1NO. OF 4 CORE SMC FUSE BOX WITH Hot dip zinc galvanisingcomplete in all respects as directed by the departmental officers.
91Cost of Erection & materials required for 6 mtr Street lamp pole with 2.7 MTR long SINGLE ARCH BRACKET WITH Hot dip zinc galvanising Anchor bolt & flats) (NORMAL SOIL)(Material ratio - 1:1.5:3) complete in all respects as directed by the departmental officers.
92Supply and fixing of 48W LED Street Light Fitting with LED. complete in all respects as directed by the departmental officer
93Supply and laying of 2 x 16 sq.mm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good complete in all respects as directed by the departmental officers.
94Supply and Clamping of 2x16 sq.mm. PVC LTUG armoured cable on post or on wall with MS clamps complete in all respects as directed by the departmental officers
95Supply and laying of 3 1/2X25 SQ.MM PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good complete in all respects as directed by the departmental officers.
96supply and fixing of HDPE PLAIN PIPE OF SIZE 50MMX2.8MM THICK WITH SILICON COATING ( ALL COLOUR EXCEPT BLACK )complete in all respects as directed by the departmental officers.
97SUPPLY OF 63 AMP / 3Phase Analogue single dialAUTOMATIC STREET LIGHTING ON / OFF CONTROLLING TIMER UNITS as per departmental specification
98Supply and fixng of TNEB meter board suitable for 3 phase 100A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2" x 1-1/2" x 1/4" rigidly fixed on wall covered with hylem sheet of size 2 feet x 1-1/2 feet of 12mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 100A fuse units (500V), 1 No. neutral link, copper earth flat of size 1" x 1/4" with inter connection of EB meter to fuse units by 16 Sq.mm PVC insulated copper wire with earth connection complete
99Supplying and fixing 63 A TPNMC switch on suitable angle iron frame work with MS cable entry boxes with earth connection only. (SD 166)
100Earthing as per ISI Specification with an earthelectrode of 2.1mt class "B" GI pipe of dia not less than40mm and with 20mm dia copper earth flat of size125mm x50mmx6mm, with funneling arrangementusing charcoat, common salt, G.I.reducer, checj nutsetc.,and mansonry workand providing RCC coverslab 38mm thick for the Brick mansory including costof steel and fabrication of reinforcement etc.,complete in all respectes as directed by thedepartmental officers. (SD 233)
101supply, Installation, aiming, testing, and commissioning of16 mtr HIGH MAST including Cost of supply of LED flood light fitting for 16m High mast with8 nosof 160-200w LED flood light as per specification
102Supply and Erection of Kirloskar/Ashok Leyland / Equivalent make GM model genset or its equivalent of approved make. The rate including cost of water cooled, 4 cylinders electric starting diesel engine developing 75 BHP at 1500 RPM coupled with CROMPTON make or its equivalent 82.5 KVA, 0.8 PF 415 volts, three phase alternator, Base frame, fuel tank, suitable battery with lead and standard control panel. The genset is also apprvoded with 1 no residencial silencer and fuel line. The Genset will be housed in a Central Pollution Control Board (CPCB) approved silent Acoustic enclosure etc. Complete as per the direction of departmental officers.
103Added GST @ 18%
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