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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAccepted-AOC NO 622 VANNIYAR NAGAR ALAGAPURAM PERIYAPUDHUR SALEM 636016 | SALEM | SALEM | TAMIL NADU | 636016 | ₹7.7 Cr | L1 | Accepted-AOC L1 Bidder accepted for AOC |
| 2 | L2₹8.2 CrRejected-AOC DHARMAPURI 635 205 | DHARMAPURI | TAMIL NADU | 635205 | ₹8.2 Cr | L2 | Rejected-AOC L2 Bidder Rejected |
| Sl No | Description | Qty | Unit | SS Associates L1 | BHAKIYA ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 285 | Cu.m | 215 ₹61,275 | 228 ₹64,980 |
| 2.00 | Earth work Open excavation Upto 2.40m Depth. by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | 5,553 | Cu.m | 200 ₹11.1 L | 210 ₹11.7 L |
| 3.00 | Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456- 2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately )
Grade of Concrete:M25 - 750 mm dia pile | 262 | R.m | 5,495 ₹14.4 L | 5,824 ₹15.3 L |
| 4.00 | Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456- 2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately )
Grade of Concrete:M25 - 600 mm dia pile | 330 | R.m | 3,935 ₹13.0 L | 4,171 ₹13.8 L |
| 5.00 | "Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including Cost of Mortar Plasticizer, curing etc. complete and as directed by the departmental officers.-Mixing by mechanical means " | 630 | Cu.m | 6,990 ₹44.0 L | 7,408 ₹46.7 L |
| 6.00 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification | 7 | Cu.m | 6,625 ₹46,375 | 7,021 ₹49,147 |
| 7.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 5,838 | Cu.m | 160 ₹9.3 L | 166 ₹9.7 L |
| 8.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. | 471 | Sq.m | 735 ₹3.5 L | 779 ₹3.7 L |
| 9.00 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. | 180 | Sq.m | 615 ₹1.1 L | 652 ₹1.2 L |
| 10.00 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. | 170 | Sq.m | 1,685 ₹2.9 L | 1,786 ₹3.0 L |
Tender Value
Refer Docs
EMD Value
₹7.8 L
Closing Date
2 Feb 2026, 3:00 pmClosed
General Manager
No.2, Wallajah Road, Tourism Complex, Chennai - 2
Development of Tourism Infrastructure facilities to the veeranam Lake in cuddalore District
2026_TTDCL_649165_1
1892-A/Engg/Proj/2025-26
Open Tender
Civil Works
240 days
Veeranam Lake
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹7.8 L
6 Mar 2026
30 Jan 2026
3 Feb 2026
30 Jan 2026
2 Feb 2026
30 Jan 2026
Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
Earth work Open excavation Upto 2.40m Depth. by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456- 2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately ) Grade of Concrete:M25 - 750 mm dia pile
Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC, etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456- 2000. Acceptance criteria by clause 16.1. Frequency of testing as per 15.2.2. Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.( Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately ) Grade of Concrete:M25 - 600 mm dia pile
"Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including Cost of Mortar Plasticizer, curing etc. complete and as directed by the departmental officers.-Mixing by mechanical means "
Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation.
Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers.
Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers.
Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting above 3.60m upto 4.90m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m (expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2.40 x 3.0m (expandable upto 4.90m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c and with Cross bracings provided at two levels at a spacing of 1.80m etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers.
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical support @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers.
Providing and laying in position, Standardised Concrete Mix M-30 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method 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 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) 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 crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, 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. a)Foundation and Basement 1.50m and upto 4.5m depth
Providing and laying in position, Standardised Concrete Mix M-25 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method 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 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) 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 crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, 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.
Foundation and Basement 1.50m and upto 4.5m depth
Ground Floor upto 4.5m from Plinth Level of GL
Brick work in Cement Mortar 1:5 using best quality Burnt Clay Brick of size 9” x 4 1/2” x 3” with class designation of 10 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. etc complete complying with standard specification.
Brick Masonry 1.5m depth and upto 4.5m depth from Plinth Level.
Brick Masonry upto 4.5m from Plinth Level.
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.
Upto plinth/Basement level
Ground Floor
Brick partition walls of 11.50cm thickness using best quality Burnt Clay Brick of size 9” x 4 1/2” x 3” with class designation of 10 conforming to IS 1077-1992 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers.
Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including Cost of Mortar Plasticizer, curing etc. complete and as directed by the departmental officers.-Mixing by mechanical means etc complete complying with standard specification.
Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Supplying and filling in foundation, basement, etc with river sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
Flooring with First Quality Design Anti Skid ceramic tiles of size 305 mm x 305 mm x 6 mm and variety conforming to IS 15622 laid over cement mortar bed of 20 mm thick in cement mortar 1:3 (One Cement and Three crushed stone Sand) with required Cement Slurry and Mortar Plasticizer including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. etc., complete complying with standard specification and as directed by the departmental officers.
Paving the floor with kota stone (unpolished and non slippery finish) slab of following size in all floors laid over cement mortar bed of 20mm thick in of cement mortor 1:3 (one cement and three crushed stone sand), with required Cement Slurry and Mortar Plasticizer and pointed with colour cement neatly including polishing with polishing stone and oxalic acid etc., so as to perfectly smooth and glossy and including hire charges for polishing machine and power consumption charges etc.complete complying with standard speicification and as directed by the departmental officers.
Paving the floor or laying on top of counter slab or ledge walls with best approved quality fine polished Granite Stone Slabs of size 4' x 2' and Jet Black Variety with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.
Paving the floor with best quality vitrified Tiles of following size and variety conforming IS 15622 with water absorption less than 0.08% of approved colour and shade laid over cement mortar bed of 20mm thick in cement mortar 1:3 (one cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer in all floors and the top pointed with Water Resistant Tile Epoxy Grout etc., complete complying with standard specification and as directed by the departmental officers.
Dadooing walls with following best approved quality, printed design color glazed tiles of size 300mm x 450mm x 8 mm conforming to IS 15622 of following sizes in Cement Mortar 1:2 (One Cement and Two crushed stone sand),10 thick with Mortar Plasticizer and pointing the joints with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. neatly in all floors, curing, etc., complete complying with standard specification and as directed by the departmental officers.
Manufacturing supplying and fixing in position of teracotta jally 20x20x5cm thick approved quality and design in cement slurry including cost of materials labour curing lifting fixing in position etc, complete complying with standard specification and as directed by the departmental officers in all floors.The design of the jalli must be approved by the architect and the engineer incharge
Providing pest control with antitermite treatement drilling holes at junction of walls with floors at 300mm intervals and injucting chemical emulsion on those with cement etc. making holes along the vertical surface out side the walls at 150mm intervals to the depth of 450mm pointing chemical emulsion into the holes and closing holes with chemical etc. spraying all surface of treatment is to be done as per IS code no:5313/ Part III 1981 with approved chemical.(The chemical is to be used on the work should be got approved by the Executive Engineer before use on work) etc complete complying with standard specification and as directed by the departmental officers.
Damp proof course with PCC 1:2:4 of 40mm thick using 6 -12mm jelly including finishing, curing etc., complete complying with standard specification.
"Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a singlelayer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.
Paving the Top of roof with Solar refelective ceramic tiles of approved quality and colour laid in Cement mortar bed in 1:3 (One cement and three crushed stone sand) 12mm thick and pointed with water resistant tile epoxy grout for joint, curing etc., complete complying with standard specification and as directed by the departmental officers.
Manufacturing, Supplying and Fixing of Stainless Steel Hand rails using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance,electrical charges, grouting etc., complete as per standard specification
Supplying and Erecting Pull and Push Type Rolling Shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc.ROLLING SHUTTERS (WITH ISI MONOGRAM) (Gear Operated Type) etc., complete as per standard specification
Supplying and fixing Mild Steel grills for windows, ventilators etc.,complete complying with standard specifications and as directed by the departmental officers.
Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including mortar plasticizer at 200ml per 50Kg of cement used , hacking the surfaces and curing, etc., in all floors complying with standard specification and as directed by the departmental officers
Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers.
Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.
Painting two coat of Newly Plastered Wall Surface with ready mixed plastic Emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt and including necessary plaster of paris putty, whereever required etc., complete complying with standard specification and as directed by the departmental officer.
Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officers.
Pointing with Cement Mortar 1:3 (One cement and three plastering sand )Flush pointing Brickwork , etc.,complete complying as per the standard specifications.
Supplying and fixing Teakwood frame with scantling upto 3 m for doors including labour charges for wrought and putup and fixing holdfast in frame etc., complete complying with standard specification and as directed by the departmental officers
Supplying and fixing Teakwood fully panelled shutters using Teakwood scantlings of size 100x40mm for styles & rails, 22mm thick planks for panels(5 Nos) and Brass Furniture fittings(3 Nos - Brass Hinges 125x30mm, 2 Nos - Brass Tower bolt 300x12mm, 1 Nos - Brass Tower bolt 200x12mm, 1 Nos - Brass Aldrop 250x16mm, 2 Nos - Brass Handle 200mm) including cost of wind appliances and labour charges for fixing the furniture fittings in position etc., complete complying with standard specification and as directed by the departmental officers
Polishing the wood work with two coats of best French (Lac) polish with approved quality and brand over a coat of bee’s waxing including preparing the wooden surface to receive polishing, etc., complete complying as per the standard specifications and as directed by the departmental officers.
Supply and installation of two-track sliding uPVC windows shall utilize uPVC profile sections with an outer wall thickness of 2.30mm (±0.2mm), featuring an outer frame of 60mm x 52mm, a shutter of 66mm x 42mm x 50mm, an interlock of 45mm x 36mm, and a glazing bead of 24.5mm x 16mm. All frame, sash, and mullion profiles shall be reinforced, where required, with a 1mm thick GI steel section, and windows are to be equipped with security devices such as touch locks or crescent locks, nylon rollers, and an aluminium track, all compliant with relevant specifications and departmental directives. Glazing shall consist of 5mm thick Plain or Pinhead glass, secured by TPE (Grey) weather-sealed gaskets, while all corners and mullion joints of the frame and sash shall be mitred cut and fusion welded without mechanical joints, with all welded joints neatly trimmed to a grooved nib finish, ensuring sharp-edge-free products. The complete window units shall be fixed into pre-finished openings by drilling and fastening through the outer frame with high- quality fasteners, and silicon sealant shall be applied to fill the gap between the wall and window frame for a leak-proof installation and complete finish etc., Complete and as directed by the department officers.
Supply and installation of three-track sliding uPVC windows shall utilize uPVC profile sections with an outer wall thickness of 2.30mm (±0.2mm), featuring an outer frame of 112mm x 52mm x 112mm, a shutter of 66mm x 42mm x 50mm, an interlock of 45mm x 36mm, and a glazing bead of 24.5mm x 16mm. All profiles of frames, sash, and mullion shall be reinforced, wherever required, with a 1mm thick GI steel section. Each window is to be equipped with various security devices, such as touch locks or crescent locks, along with nylon rollers and an aluminium track for smooth operation, all supplied as per requirements, compliant with relevant specifications, and as directed by departmental personnel. The windows shall incorporate 5mm thick Plain or Pinhead glass, held securely by TPE (Grey) weather-sealed gaskets. All corners and mullion joints of the frame and sash are to be mitred cut and fusion welded without any mechanical joints, with all welded joints neatly trimmed and finished with a grooved nib to ensure the final products are free from sharp edges. The complete window units shall be fixed into pre-finished openings by drilling and fastening through the outer frame using high-quality fasteners, and silicon sealant will be applied to fill the gap between the wall and window frame for a leak-proof installation and complete finishetc., etc., complete complying with standard specification
Supplying and fixing of 83mm thick M35 grade Rubber moulded hydraulic pressed type paver block with super embedded unskids texture design making the international standard size with zig zag design for hipper interlock capacity rate inclusive of materials, transporting to the work site from the factor and labour charges for laying, compacting with paver vibrator and inclusive of taxes as per clause 410 of MORTH Vth Revision etc., complete complying with standard specification
Manufacturing, supplying and fixing in position plain cement concrete precast kerb slab of size 600mm x 600mm x 100mm in Cement Concrete 1:2:4 (One cement, Two crushed stone sand and Four jelly) using 20mm HBG stone jelly including cost of moulding charges, casting of slab, finishing, curing, fixing and pointing the slab with CM 1:3 (One Cement and Three Crushed Stone Sand) to full depth of slab etc., complete complying with standard specification and as directed by the departmental officers.
Providing, laying, spreading and compacting graded stone aggregates of size from 6mm to 20mm for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Supplying and fixing of 60mm thick M35 grade Rubber moulded hydraulic pressed type tactile paver block of size 300 mm x 300 mm of both standard designs according to NBC 2016, rate inclusive of materials, transporting to the work site from the factor and labour charges for laying, compacting with paver vibrator and inclusive of taxes as per clause 410 of MORTH Vth Revision and as directed by the departmental officers etc. complete. The design of the tiles must be approved by the Concerned Engineer and must be laid according to the NBC 2016 Standards. etc., complete complying with standard specification
Supply of prefabricated Security Guard cabin of size 6'5"x6'5"x 10'0". The prefabricated cabin must be completely including all electrical arrangements and fixtures and painting works, false ceiling, windows, doors,insulation materials etc.The design must be approved by the concerned engineer in charge.etc., complete complying with standard specification
Making through holes in Plain or Reinforced CementConcrete with Diamond Core Drilling System by using power tools of following diameter - Depth per cm etc., complete complying with standard specification
Construction of INSPECTION CHAMBER following clear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five sand] using best quality of Clay burnt Bricks of size 9” x 4 1/2” x 3” with Class designation of 10 and Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 20 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick etc., complete complying as directed by the departmental officers as per standard specification.
INSPECTION CHAMBER Size 450X450
INSPECTION CHAMBER Size 600X600
INSPECTION CHAMBER Size 900X900
Supply and fixing SFRC Manhole cover (including frame) of 50mm thick and required size in CM 1:3 Ratio including cost and conveyance of all materials, labour and transportation etc complete complying with standard specification.
450 X 450 Manhole cover
600 X 600 Manhole cover
900 X 900 Manhole cover
Supplying and fixing if marble of 0.61*1.22m.,18/20mm thick in all floors for urinal partition including for labour charges for fixing and polishing etc complete complying with standard specification.
Manufacturing , Supplying and Fixing in position First grade , fire rated, and water proof coloured and finished WPC Doors. The sizes of the frame and shutter need to be customised as per requirements. Necessary door fixtures like door handles,bolts, sliding rail etc of first quality included. The entire design that includes finish, fixtures and sizes of the door to be discussed with the engineer in charge. etc complete complying with standard specification.
Supplying and fixing in position white / colour glazed European Water Closet of best quality and approved make with 100 mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications.
Supplying and fixing of CP Two Way Bib Cock with Health Faucet ,wall hook & one metre long flexible tube including cutting and making good the walls wherever required etc complete. complying with standard specification and as directed by the Department officers. The quality and make of health faucet should be got approved by Concern department Engineer before use on work.
Supplying and fixing in position best quality and approved make Indian made white glazed earthernware wash hand basin of size 550 x 400mm with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia “B” class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers.
Counter top wash basin
Below counter wash basin
Supply and fixing in position of best Indian make white / colour glazed earthernware lipped mouth flat back urinal of best quality and approved make of size 430mm x 260mm x 350mm with GI pipe, 32mm dia bell mouth PVC connection and waste pipe, 15mm dia GI pipe of required length, 15mm dia GM wheel valve, 15mm dia brass nipple 2 Nos., and fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory and re-doing the same to the original condition, etc., including painting the pipe with two coats of best quality approved synthetic enamel paint over one coat of red oxide primer and checked without any leakage etc. complete complying with standard specifications and as directed by the departmental officers.
Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications.
SSupplying and fixing in position Indian make bevelled edge mirror of size 600X450X5.5mm Thk approved quality and brand PVC / Fibre Glass framed 5.5mm thick mirror of following size , Shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks)
Supplying and fixing in position 15mm dia brass CP screw down tap / Pillar tap/ Swan neck tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.
CP pillar cock
swan neck tap
Supplying & fixing in position 15 mm dia PVC Screw Down Tap Heavy Type 20mm dia of approved make conforming to I.S. Specifications & quality including cost of shellac, thread etc., complying with standard specifications & including cutting & threading wherever necessary.
Supplying and fixing PVC ventilating shaft of 75mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers
Supplying and fixing position CI Nahani Trap / Floor Trap of the following sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification.
Supplying and fixing in position 150 x 100mm “P” or “S” stoneware gully trap ‘A’ grade with CI double gratings of size 150 x 150mm and 230 x 230mm at bottom and top respectively with necessary earth work excavation laid over a bed of brick jelly cement concrete 1:3:6 (One cement, Three crushed stone sandand Six broken brick jelly) 150mm thick using 40mm size broken brick jelly including necessary brick work and plastering including dismantling masonry wherever necessary and re-doing the damaged portions to the original conditions using cement concrete 1:3:6 using 20mm stone jelly for fixing the gully trap and giving connections to stoneware sewer line etc., complete complying with standard specifications.
Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.
200mm Dia Pipe
160mm Dia Pipe
110mm Dia Pipe
90mm Dia Pipe
75mm Dia Pipe
40mm Dia Pipe
Supplying, laying and jointing UPVC pipes of Class 5 (having working pressure of 10 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply above ground level / Below ground level.
20 mm dia UPVC pipe
25 mm dia UPVC pipe
40 mm dia UPVC pipe
63 mm dia UPVC pipe
Supplying, laying and jointing CPVC pipes of Standard Dimension Ratio 11 (Pressure class 1) conforming to IS:15778 - 2007 of approved quality and best variety of the following dia including cutting and fixing CPVC specials using CPVC adhesives (Solvent Cement) (but excluding cost of such specials) and fixing into wall with teak wood plugs, CPVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications and as directed by the departmental officers.
20 mm dia CPVC pipe
25 mm dia CPVC pipe
40 mm dia CPVC pipe
Supplying and fixing in position first quality and approved variety of Gun metal Gate Valve with BIS make of the following dia including cost of shellac, thread balls,etc., complete complying with standard specifications (for both internal and external water supply arrangements).
Cost of 65mm dia Gate Valve
Cost of 40mm dia Gate Valve
Cost of 20mm dia Gate Valve
Supply, fabricate and fix one Ø600 mm clear circular grating insert in Ø700 mm outer frame embedded in Ø1000 mm RCC lid (150 mm thick), lid assembly to seat on stacked RCC well rings (100 mm thick); pit invert to have PCC ring 200 mm deep × 300 mm wide, mix 1:4:8 on compacted subgrade (≥95% Standard Proctor) with 100 mm compacted hardcore and 50 mm sand blinding. Total pit depth = 2.2 m (top of lid to bottom of last RCC ring). Assembly to be EN124 Class D400 (manufacturer to certify), axle capacity ≥10 t, deflection ≤ L/200, maximum clear opening ≤10 mm, free drainage area ≥10%. Contractor to provide compacted subgrade, hardcore, sand blinding, PCC ring, stacked rings with sealed joints, top ring-beam / lid seating, neoprene bedding, non-shrink grout, tamper-proof SS M10 fixings into cast sleeves. Pit to be filled with filter media, as per drawing specification. Also one bore hole to be drilled and PVC perforated pipe of 200 mm dia to be inserted into the soil as per drawing. The depth of the bore hole from the bottom of the last RCC ring is till soft disintegrated rock layer (max 7m) is reached in site. The work includes excavation of earth to appropriate depth as per the requirement of the design and refilling also. The sample of the recharge pit to be shown to the concerned site engineer and structural engineer in charge and must be approved before installation.
Supply and fill as per drawing, filter media inside an excavated rain water recharge pit/soak pit of inner dimension 1.54 m x 1.54 m and to a depth as shown in the drawing. Further the scope of work includes drilling of one bore hole and insertion of PVC perforated pipe of 200 mm dia into the soil as per drawing. The depth of the bore hole from the bottom of the recharge / soak pit is till soft disintegrated rock layer (max 8m) reached in site of work etc., complete as per standard specification
Supply and fill as per drawing, filter media inside an excavated rain water recharge pit /soak pit of inner dimension 2.54 m x 1.54 m and to a depth as shown in the drawing. Further the scope of work includes drilling of one bore hole and insertion of PVC perforated pipe of 200 mm dia into the soil as per drawing. The depth of the bore hole from the bottom of the recharge / soak pit is till soft disintegrated rock layer (max 8m) reached in site of work
Supply,fixing & comissioning of Bio - septiic tank Capacity - 10,000 liters etc., complete as per standard specification
Supply fixing & comissioning of 50Liters SS Water Dispenser with hot cold & regular water water tap,with inbuild RO etc., complete as per standard specification
Supply ,erection and testing & commisioning of Hydropneumatic pumpset with control panel . 1duty + 1stand with 10M³ / hr - per pump at 35 M of head .The pump assembly includes pressure tank of 450 liters capacity .The pump assembly to be used on work shall be got approved by the Executive Engineer before use on work. etc., complete as per standard specification
Wiring with 2 x 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A FT switch with continuous earth wire connection of 1.5 sq.mm copper wire for making good of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator)
supply and fixing of 18W LED Round type Surface fitting with LED (Higher end) on Ceiling with PVC unsheathed copper leads from terminals to the fitting.
supply and fixing of 12W LED Round type Surface fitting with LED (Higher end) on Ceiling with PVC unsheathed copper leads from terminals to the fitting.
supply and fixing of 1200mm (48") sweep AC ceiling fan complete (Higher end) with 2 module 100W fan step regulator (Higher end) with 1 metre down rod with fan clamp with side plates and cross arm of size 450mm (18")
Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 32A DP MCB switch as incoming and 6 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End
Supply and laying of the following size of 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 three sides of the cable with bricks and refilling the earth to make good - 2 x 10 sq.mm. PVC LTUG armoured cable
Supply and fixing of brass cable gland for 2 x 10 sq.mm. PVC armoured LTUG cable with earth connection
Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End
Wiring with 2 x 4 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitablePVC rigid pipe Concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 16A one way module switch and 1 no. 16A 3/2 pin module socket with module front plate with continuous earth wire connection of 4 sq.mm copper wire and making good of the concealed portion with painting of suitable colour for Concealed PVC pipe power Plug point ( 8 points / Coil) Higher End
Supply and fixing of 16A TPN metal clad switch on suitable angle iron work with cable entry boxes for incoming and outgoing with PWD earthing
Supply and laying of 3-1/2 x 70 sq.mm. PVC LTUG armoured 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
Supply and laying of 3-1/2 x 50 sq.mm. PVC LTUG armoured 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
Supply and laying of 3-1/2 x 35 sq.mm. PVC LTUG armoured 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
Supply and laying of 4 x 6 sq.mm. PVC LTUG armoured 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
Supply and laying of 4 x 4 sq.mm. PVC LTUG armoured 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
Supply and laying of 2 x 10 sq.mm. PVC LTUG armoured 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
Supply and laying of 2 x 4 sq.mm. PVC LTUG armoured 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
Supply and laying of 3 x 10 sq.mm. PVC LTUG armoured 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
Supply and fixing of brass cable gland for 3-1/2 x 70 sq.mm. PVC armoured LTUG cable with earth connection
Supply and fixing of brass cable gland for 3-1/2 x 50 sq.mm. PVC armoured LTUG cable with earth connection
Supply and fixing of brass cable gland for 3-1/2 x 35 sq.mm. PVC armoured LTUG cable with earth connection
Supply and fixing of brass cable gland for 4 x 6 sq.mm. PVC armoured LTUG cable with earth connection
Supply and fixing of brass cable gland for 4 x 4 sq.mm. PVC armoured LTUG cable with earth connection
Supply and fixing of brass cable gland for 2 x 10 sq.mm. PVC armoured LTUG cable with earth connection
Supply and fixing of brass cable gland for 2 x 4 sq.mm. PVC armoured LTUG cable with earth connection
Supply and fixing of brass cable gland for 3 x 10 sq.mm. PVC armoured LTUG cable with earth connection
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 200A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 201A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 202A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 203A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 204A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 205A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 206A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 207A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 208A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply , fixing , unloading , testing and commissioning of Main Feeder pillar :- Incomer 1 : 200 A FP MCCB,25kA - 1 no , 200 A FP ATS Switch,25kA - 1 No Sub incomer : 32A FP MCB with 32A TP Contactor Outgoing-1 : 100 A , 4P MCCB,16kA - 2 Nos & 25A 2P MCB,16kA - 2 Nos Outgoing-2 : 25 A , 4P MCB,16kA - 5 Nos with Logitudue based timer for auto control with Necessary RYB Indicator Panel inclusive of Surge protections,MFM, RYB Indicator, 209A TPN AI Busbar. (Rate as per quotation) - further specfications refer single line diagram attached
Supply and fixing of Horse Rider: LEG :Galvanished ‘C’ Class pipe Galvanished ‘B’ Class pipe Spring: Mild steel spring horse : FRP with Isotolic gel coat with UV pigment. Painting with PU coating [Required area] Product area: 3ft*3ft Play area:5ft*5ft [Measurement] Width:3ft
Supply and fixing of Jungle Gym: Galvanished ‘B’ Class pipe painting with PU coating [Required area] Product area :5’ft * 5’ft Play area: 7’ft* 7’ft
Supplying, erecting and Fixing precast reinforcement bench with back rest(.Park Moulded Concrete Bench) Benchshall consist of 2nos. Lshaped basessupport innatural cement colorof thickness100mm, backheight 1000mm, front height 450mm, basewidth620mm and 5 Nos Reinforced Concrete planks in red color and size of 1500x100x50mm and 1no. reinforced concrete plank of 150x200x50mm:manufacturedbyusing M-30 grade concrete & reinforced suitably: all parts to be joined with galvanized nuts and bolts of suitable size
Supply and fixing of Circular Swing FRP: Frame :1 ½” Galvanished ‘B’ Class Pipe Top Rail : 2” Galvanished ‘C’ Class Pipe Reinforced : 1 ½”- GI ‘B’ Class Pipe) Seat : FRP Seat (Glass)-2 Painting with PU coating Product area : 10’ft * 5’ft Play area :15’ft * 10’ft
Supply and fixing of Spiral Slide Senior FRP: Ladder :Galvanished ‘B’ Class pipeSlide : FRP Spiral slide BED LEG :Galvanished ‘C’ Class pipe [Measurement] Height :6 ½ ft.FRP thickness 6mm. (Reinforced Polymers in 7 Layers) 450 CSM Matt, 600 Roving mat, Isotolic gel coat with UV pigment. Painting with PU coating width :10ft [Required area] Product area: 6’ft * 10’ft Play area :8’ft * 15’ft
Supply and fixing of Roller Slide 8ft: Measurement] Height:5ft Width: 2ft Sliding Chute:10ft Roller thickness:3mm PVC Roller with½ inch galvanished pipes. No. of Rollers.46 with multicolours. Painting with PU coating [Required area] Product area: 21/2’ft * 14’ft Play area:6’ft * 18’ft
Supply and fixing of Kiddies Safe Rotor Platform:16 gauge GI sheet & MS angle .LEG-3”GI pipe,Seat-16 gauge GI sheet Product area : Ø 7’ft Play area : Ø 10’ft
Supply and fixing of Rainbow Ladder Material:1 ¼” & ¾” Galvanished ‘B’ Class pipe Height: 6’ft Product area: 2’ft * 12’ft Play area : 4’ft* 14’ft
Supply and fixing of A Climber Material :1” Galvanished ‘B’ Class pipe Height: 6’ft Product area:4’ft* 3’ft Play area: 6’ft * 6’ft
Supply and fixing of B Climber Material:1” Galvanished ‘B’ Class pipe Height: 6’ft Product area:4’ft * 3’ft Play area : 6’ft * 6’ft
Supply and fixing of C Climber Material :1” Galvanished ‘B’ Class pipe Height: 6’ FT Product area :4’ft* 3’ft Play area: 6’ft * 6’ft
Supply and fixing of Millepede Length of 15ft 0” and Height of 2ft 0” Main frame made of GI B class pipe 25mm dia and including epoxy painting etc., complete
Supply and fixing of Flat rotor Height :1’’GI pipe,3/4”GI pipe,3”GI pipe, 2.5mm thick, B class, height:40”, product size:5’*5’, paint:pu coating
Supply and fixing of Kiddies Fun Station (CPE-134) Height:141/2’, product size:22’*70’, lader:1 ¼” GI pipe,3/4”GI pipe, 2.5mm thickness,B class,leg:21/2” GI pipe,2.5mm thick,B class,railing:1”&1/2” GI pipe, 2.5mm thick, B class, bed:1 ¼” GI pipe, 2.5mm thick,B class, Roller slide:2”angle,1” GI pipe, 2.5mm thick, B class, square climber:1”&3/4”GI pipe, 2.5mm thick, B class, rope climber:1 ¼” GI pipe, 2.5mm thick, B class, FRP tunnel size:3’, twin slide:9’, paint: pu coating
GST at 18%
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