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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-AOC ERODE | ₹8.0 Cr Quoted ₹8.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹8.4 Cr+₹24.8 L (3.04%)Rejected-AOC NO 122 4A BHARATHIPALAYAM STREET KURIVIKARANPALAYAM MOOLAPALLAM POST ERODE 638 002 | ERODE | ERODE | TAMIL NADU | 638002 | ₹8.4 Cr+₹24.8 L (3.04%) | L2 | Rejected-AOC Rejected |
| 3 | Not Admitted-Fee/PreQual/Technical S 2 PERIYAR NAGAR RAJAGOPALAPURAM PUDUKOTTAI 622003 | PUDUKKOTTAI | TAMIL NADU | 622003 | - | - | Not Admitted-Fee/PreQual/Technical Others-1. The bidder has not produced the Electrical License Consent letter
2. The bidder has not produced the Annual Turnover Certificate
3. The bidder has not produced upto date GST Clearance and PAN card |
| Sl No | Description | Qty | Unit | HariRam Constructions L1 | mbojarajan L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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.- Upto 2.40m Footing Depth. | 1,655 | Cu.m | 400 ₹6,62,000 Lowest | 400 ₹6,62,000 Lowest |
| 2.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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.- For 2.40m to 3.30m Footing Depth. | 537 | Cu.m | 600 ₹3,22,200 | 550 ₹2,95,350 Lowest |
| 3.00 | Earth work Open excavation 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. | 186 | Cu.m | 200 ₹37,200 Lowest | 200 ₹37,200 Lowest |
| 4.00 | 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 including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by Manual means | 226 | Cu.m | 6,300 ₹14,23,800 | 6,000 ₹13,56,000 Lowest |
| 5.00 | Supplying and filling in foundation and basement 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. | 80 | Cu.m | 2,000 ₹1,60,000 | 1,800 ₹1,44,000 Lowest |
| 6.00 | Supply and filling in foundation and basement with Gravel with a lead of 0-5 km 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. | 964 | Cu.m | 550 ₹5,30,200 | 500 ₹4,82,000 Lowest |
| 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. | 404 | Cu.m | 180 ₹72,720 | 170 ₹68,680 Lowest |
| 8.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) - Mixing by manual means | 63 | Cu.m | 6,200 ₹3,90,600 | 5,600 ₹3,52,800 Lowest |
| 9.00Brick work in Cement Mortar 1:5 (One Cement and Five Crushed stone sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for following 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. | |||||
| 9.01 | For Foundation and Basement | 170 | Cu.m | 7,800 ₹13,26,000 Lowest | 8,000 ₹13,60,000 |
Tender Value
Refer Docs
EMD Value
₹4.1 L
Closing Date
24 Feb 2026, 3:00 pmClosed
SUPERINTENDING ENGINEER
O/o. THE SUPERINTENDING ENGINEER PWD BUILDINGS C AND M CIRCLE COIMBATORE
Construction of District Central Library Building in Master Plan Complex at Tiruppur in Tiruppur District
2026_PWD_662963_1
82BCMCBE10022026
Open Tender
Civil Works - Buildings
Lump-sum
Tiruppur
Please refer Tender Documents
14 documents required · 14 mandatory
₹0
₹4.1 L
11 Mar 2026
21 Feb 2026
24 Feb 2026
21 Feb 2026
24 Feb 2026
21 Feb 2026
Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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.- Upto 2.40m Footing Depth.
Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc 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.- For 2.40m to 3.30m Footing Depth.
Earth work Open excavation 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.
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 including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by Manual means
Supplying and filling in foundation and basement 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 with a lead of 0-5 km 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.
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.
Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) - Mixing by manual means
Brick work in Cement Mortar 1:5 (One Cement and Five Crushed stone sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for following 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.
For Foundation and Basement
Brick work in Cement Mortar 1:6 (One Cement and six Crushed stone sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for the following 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.
For Superstructure in Ground Floor
For Superstructure in First Floor
For Superstructure in Second Floor
For Superstructure in Third Floor
For Superstructure in Fourth Floor
Brick partition walls of 11.50cm thickness using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 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. (Hoop iron reinforcement will be measured and paid for separately)
In Ground Floor
In First Floor
In Second Floor
In Third Floor
Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Manual Mixing
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. (Payment for centering shall be given after the concrete is laid).
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. (Payment for centering shall be given after the concrete is laid).
Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs 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 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 complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).
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. (Payment for centering shall be given after the concrete is laid).
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. (Payment for centering shall be given after the concrete is laid)
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 kg/m3 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. (No separate payment will be made by the Department for the excess usage of materials).
For Foundation and Basement
For Superstructure in Ground Floor
For Superstructure in First Floor
For Superstructure in Second Floor
For Superstructure in Third Floor
For Superstructure in Fourth Floor
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 curing etc. complete and as directed by the departmental officers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means
For Superstructure in Third Floor
For Superstructure in Fourth Floor
Construction of INSPECTION CHAMBER with 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 Fly Ash Bricks of size 230mm x 110mm x 70mm with Class designation of 7.5 and Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 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 and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification.
0.60m X 0.60m clear size
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 for the following including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)
For Foundation and Basement
For Superstructure in Ground Floor
For Superstructure in First Floor
For Superstructure in Second Floor
For Superstructure in Third Floor
For Superstructure in Fourth Floor
Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by Mechanical means
In Foundation and Basement
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 single layer 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.
For Superstructure in Ground Floor
For Superstructure in First Floor
For Superstructure in Second Floor
For Superstructure in Third Floor
For Superstructure in Fourth Floor
Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 16-18mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand)12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers
Paving the floor with best quality Double charged vitrified Tiles of size 800x800x10mm conforming IS 15622 with water absorbtion 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. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Paving the floor with best approved quality fine polished Kota stone slabs of size 600 x 600 and above 20mm thick 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 fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finishetc., complete complying with standard speicification and as directed by the departmental officers.(The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work)
Paving the floor with best approved quality Super Fine Polished Granite Stone Slab of size 4'x2' and above 18mm to 20mm thick of Jet Black 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.(The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work)
Paving the floor with best approved quality leather finished Granite Stone Slabs of 1200mm x 600mm with a thickness of 16-18mm 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 matching colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.(The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work)
Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in accordance with IS 1443 over a 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 and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Providing Double Nosing to the Granite slab etc., complete complying as per standard specification
Dadooing walls with following best approved quality tiles 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.(The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Dadooing with ceramic tiles of size 300 x 600 x 10mm
Dadooing with super polished with machine cut edges Granite tiles of Jet Black variety of size 2'0 x 1'0 or 1'0 x 1'0 or 1'0 x 0'6 of 10mm thick
Flooring with Self Designed Colour Ceramic Tiles of size 305 x 305 x 6mm 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. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Providing Polymer Coating (Water Proof Coating) for sunken Portion of toilet with following specification and the surface shall be cleaned to remove all dust, foreign, matters lose materials or any other deposits of contamination by rubbing with wire brush. Slurry: Dry blend and polymer liquid blend shall be mixed into the desired ratio as per recommendation of the supplier. The mix shall be stirred throughly until no bubbles remain in the mix. Any lumps found in mix shall be removed. Apply first coat of polymer modified cementitious slurry by brush on wet cleaned surface. After drying, second coat shall be applied on the first coat as directed by the departmental officers etc. The rate inclusive of cost of materials and labour, etc., complete.
Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes of 110mm dia having a pressure of 4 kg. / sq.cm including cost of necessary PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cost of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of “U” clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by the departmental officers
One floor
Three floor
Four floor
Manufacturing, supplying and fixing of Teakwood ornamental Entrance door of size 2.10x2.40m with the following specification. The outer frame of ornamental Entrance Door of size 150x100mm.Teak wood scantling. The door consists of openable area 1.80x2.03m with Double leaf. The each openable shutter consists of Top Panel for 1.50m.height and bottom vertical pannel in for a height of 90cm. The Shutter bottom rail is of 200x50mm.size and middle, top and side rails are of size 150x50mm.with corner designed beading works. The shutter pannel is of 50mm. thick T.W.planks with special curving works. The outer frames corners are designed border works single side for entrance outer frame and on both sides for middle frame.. The cost includes all kinds of furniture fittings, such as Brass Aldrop, Brass tower bolt, brass hinges, brass door stopper, brass handles. All the members are finshed with two coats of melamine polish outer the priming coat. (The quality of all furniture fittings should be got approved by the Executive Engineer before use.)
Stainless Steel (Salem Stainless Steel) Door Frame - Box Section using Stainless Steel Plate of 1mm thick of size of 100mm x 60mm with a rebate of 30 / 35mm x 15mm on one side of the frame including supplying and fixing dovetail splayed end stainless steel Hold fast etc including dismantling,making necessary chipping and holes in RCC columns, walls with power drills to the extent required ,including providing concrete 1:2:4 inside the box curing etc complete complying with standard specification and as directed by the departmental officers - SS Door Frame with thickness of 1mm.
Supplying and fixing solid core flush shutter of following type with thickness and necessary T.W. internal lipping alround conforming to IS 2202-1(1999) including cost of wind appliances and furniture fittings such as 3 Nos of SS 304 Grade Parliament Hinges of Size (125mm x 150mm) , 2 Nos 300x12mm aluminium tower bolt 1 No. 200x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops,2 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc.,complete complying with standard specification and as directed by the departmental officers - Single leaf. Type : Teak Ply on both sides with T.W. Lipping around Thickness : 35mm thick
Supplying and fixing solid core flush shutter of following type with thickness and necessary T.W. internal lipping alround conforming to IS 2202-1(1999) including cost of wind appliances and furniture fittings such as 6 Nos of SS 304 Grade Parliament Hinges of Size (125mm x 150mm), 3 Nos. 300x12mm aluminium tower bolt 1 No. 200x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete complying with standard specification and as directed by the departmental officers - Double leaf. Type : Teak Ply on both sides with T.W. Lipping around Thickness : 35mm thick
Supply & fixing of WPC (Wood Polymer Composite) Frame extruded with size 75mm x 50mm. The single core door made of rigid WPC compound with minimum Bulk Density of 900 KG/ Cub.Mt. & shore hardness of 55. Supply & fixing of WPC door shutter, extruded as a single core board with rigid WPC compound with the thickness of 25mm (+/- 1mm) & minimum Bulk Density of 550 KG/ Cub.Mt. & shore hardness of 55. For the aesthetic appearance, the door shall be a printed digitally on one side of the shutter and the design is as decided by the Engineer in-Charge of the department. The WPC door shall be fixed onto the WPC frame with 3 Nos of 5” SS Hinges and the door shall have 2 towerbolt on one side and 1 towerbolt or aldrop on other side for locking system and 2 numbers of handle on the either side of the door shutter, all made of aluminium.
Supply & fixing of WPC door shutter, extruded as a single core board with rigid WPC compound with the thickness of 25mm (+/- 1mm) & minimum Bulk Density of 550 KG/ Cub.Mt. & shore hardness of 55. The door shall be a plain matt board as decided by the Engineer in-Charge of the department. The WPC door shall be fixed onto the Aluminium “G” type channel with Wheel and the door shall have 2 Hooks in SS, 2 Handles 4” in SS.(Sliding door)
Fabricating Supplying and fixing in position of Aluminium anodised powder coated colour matt finish of single leaf fully glazed Door shutters with 5.50 mm thick glass. The outer frame shall be with aluminium box section 101.60x44.45x3.18m at 2.319kg/m and Shutter frame made of section with Vertical & Top rail: [email protected]/m, Bottom rail: 100x44.45x2.50mm@ 1.974 kg/m, Lock rail : 50x44.45x2.5mm @ 1.292 kg/mAlu. Clips: 17.15x17.27x1.50mm @ 0.176 kg/mAlu. Handle:100x30mm @ 0.988 kg/m and necessary accessories such as Alu. clips rubber beading, full length of handles on both sides, lock, furniture fittings such as, Hinges, Automatic door closer,rubber bush, stopper including cost of materials, labour charges and power consumption charges required for fabrication including chipping, dismantling and making hole to the reuired extent in RCC column, beam masonry with power drill wherever necessary and redoing the damaged portion to the original condition after fixing etc. complete complying with standard specification and as directed by the deparmental officers. All the Alu. Section are to be anodised with matt finish under electically contolled condition in accordance with IS 1868/1962 for an average anodic film thickness of 15 microns etc.,complete.
Fabricating Supplying and fixing in position of Aluminium anodised powder coated colour matt finish of Double leaf fully glazed Door shutters with 5.50 mm thick glass.The outer frame shall be with aluminium box section 101.60x44.45x3.18m at 2.319kg/m and Shutter frame made of section with Vertical & Top rail: [email protected] kg/m, Bottom rail: 100x44.45x2.50mm@ 1.974 kg/m, Lock rail : 50x44.45x2.5mm @ 1.292 kg/mAlu. Clips: 17.15x17.27x1.50mm @ 0.176 kg/mAlu. Handle: 100x30mm @ 0.988 kg/m and necessary accessories such as Alu. clips rubber beading, full length of handles on both sides, lock, furniture fittings such as, Hinges, Automatic door closer,rubber bush, stopper including cost of materials, labour charges and power consumption charges required for fabrication including chipping, dismantling and making hole to the required extent in RCC column, beam masonry with power drill wherever necessary and redoing the damaged portion to the original condition after fixing etc. complete complying with standard specification and as directed by the deparmental officers...All the Alu. Section are to be anodised with matt finish under electically contolled condition in accordance with IS 1868/1962 for an average anodic film thickness of 15 microns etc., complete. Fully Glazed
Fabricating Supplying and fixing in position of Aluminium anodised powder coated colour matt finish 1/3rd fixed glazing 2/3rd prelaminated board of Aluminium partition of size 3.50 x 2.88m. The outer frames Outer frame: 63.50x38x3mm@ 1.72 kg/m,Centre mullions: 63.50x38x3mm@ 1.55 kg/m,Alu. Clips: 17.27x17.15x1.50mm @ 0.175kg/mg/m for intermediate vertical mullion 90cm c/c. Horizontal mullion at 1.00m 2.10m covered with 5.5mm thick plain glass with neccessary aluminium clips of size 17.27x17.15 x1.50mm @ 0.176kg/m and with required rubber beading etc., including necessary dismantling holes in RCC column,masonry wherever in necessary with power drills to the extent required and made good the damaged portion in good condition after fixing etc... complete complying with standard specification and as directed by the deparmental officers. All the aluminium sections should be anodised not less than 15 microns as ISI specification1868/1962 / and should be got approved by Executive Engineer before use.
Supplying, fabricating and fixing in position of Aluminium powder coated Colour Mat finish Fixed Glazing with Aluminium grill of 10mm thick the glass used shall be of 5.50 mm thickness.The Aluminium Section are to be anodised under electrically controlled condition as per IS 1868/1962 for an anodic film thickness of 15 microns.complete complying with standard specification and as directed by the deparmental officers. All the materials should be got approved by got approved by the Executive Engineer before execution of works.
UPVC Window Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work
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 finish etc., Complete and as directed by the department officers.
UPVC Ventilator Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work
Manufacturing supplying and fixing of Fully Panelled steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames, stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. 3nos. of Steel Parliament Hinges of Size 125mm x 150mm in case of single leaf and 6nos. of Steel Parliament Hinges of Size 125mm x 150mm in double leaves shutter to be provided. 6nos. of holdfasts 200 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 3 nos, one at the top, one at lock rail(Inner) and the other at the bottom are provided 1no. Aldrop is provided at lock rail section in the door 2 Nos of 200mm handle are to be provided. One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter conceal the gap between the two shutters. at an appropriate place in the door.
A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete complying with standard specification and as directed by the departmental officers. - Single leaf of size 1.00m x 2.10m.
Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase 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, etc. complete
Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing.The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete
Supplying, and fixing M.S. GRILLS for open courtyard grill, grill works to doors, windows and ventilators etc, using necessary flats for inner and outer members which should be fixed or welded to masonry or column including necessary dismantling or making holes and redoing the same to original condition as directed by the departmenta officers inclusive of cost of providing one coat of best quality red oxide primer completre complying with standard specifications.
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.
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 officer
Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 12mm 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.
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothly with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (water proof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers.( The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (water proof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coats of putty, scrapping the putty area to level the surface smooth, etc.,complete. The putty should be got approved by the Executive Engineer before use on work
Painting two coats 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, wherever required etc., complete complying with standard specification and as directed by the departmental officers.
Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the departmental officers.
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. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
Painting new wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 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 UPVC pipes shall be got approved by Executive Engineer before use on works - Internal water supply Above ground level
25mm dia UPVC Pipe
32mm dia UPVC Pipe
Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS 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
40mm dia UPVC Pipe
Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS 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 Below ground level
40mm dia UPVC Pipe
50mm dia UPVC Pipe
Supplying UPVC Specials in water supply arrangements (both in internal and external water supply arrangements (Since the labour for cutting, pasting, sundries have already been included under pipe line item of works, no separate provision for fixing UPVC specials needs to be allowed) (The UPVC Specials should be got approved by the Executive Engineer before use on works)
25mm dia Union
32mm dia Union
40mm dia Union
50mm dia Union
25mm dia Elbow
32mm dia Elbow
40mm dia Elbow
50mm dia Elbow
25mm dia Tee
32mm dia Tee
40mm dia Tee
50mm dia Tee
32mm x 25mm dia Reducer
25mm x 20mm dia Reducer
20mm x 15mm dia Reducer
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). The valves to be used on work shall be got approved by the Executive Engineer before use on work.
25mm dia Gun metal Gate Valve
32mm dia Gun metal Gate Valve
40mm dia Gun metal Gate Valve
50mm dia Gun metal Gate Valve
Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with “P” or “S” trap conforming to BIS with crushed stone sandcushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two crushed stone sandand Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (including the cost of 110mm dia PVC pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with testing for leakages etc., complete complying with standard specifications and as directed by the departmental officers. (The water closet should be got approved by the Executive Engineer before use on works).
Supplying and fixing in position white glazed European Water Closet with 10 litres capacity PVC flushing tank with all accessories of best quality and approved make with 100 mm “P” or “S” trap connecting with 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 flushing tank 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, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications. (The EWC and flushing tank wiht all accessories should be got approved by the Executive Enginer before use on works)
Supplying and fixing in position best quality and approved make Indian made white glazed earthernware wash hand basin of size 550 x 400mm (without pedestal) 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. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works).
Supply and fixing in position of best Indian make white 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. (The urinal should be got approved by the Executive Engineer before use on works.)
Supplying and fixing in position best quality aproved make Granite Sink of size 600 x 600 x 250mm size including cost of 32mm dia CP waste coupling, 32mm dia PVC waste pipe with rubber plug and chain, 15mm dia brass nipple including fixing the sink in position and testing for leakages etc., complete complying with standard specifications excluding CI brackets. [The sink and specials should be got approved by the Executive Engineer before use on works]
Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fiber Glass framed 5.5mm thick mirror of 600 x 450 mm 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 best approved best quality brass CP soap tray of size 150 x 100mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications. (The soap tray should be got approved by Executive Engineer before use on works).
Supplying and fixing approved best quality 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. (The tower rail should be got approved by Executive Engineer before use on works).
Supplying and fixing in position 15mm dia of following taps 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. (Taps should be got approved by the Executive Engineer before use on the works)
CP Screw down tap
Supplying, laying and jointing glazed stoneware pipes of 150mm dia of approved best quality with spigot and socket ends (in reverse direction) in dry condition and laid in loose joints (i.e.) without cement and spun yarn, so that the waste water can be drained to the trenches already available, excluding cost of earth work excavation, cost of re-filling with crushed stone sand/ earth, but including laying the pipe in true alignment and gradient and conducting required water supply test for draining with necessary tools and plants, etc., complete complying with standard specifications.(Earth work excavation, re-filling with excavated earth will be measured and paid separately).
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. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level
75mm diameter PVC Pipe
110mm diameter PVC Pipe
160mm diameter PVC Pipe
Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re- doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works).
75mm dia PVC Elbow
75mm dia PVC Tee
75mm dia PVC Tee with single door
75mm dia PVC Bend
110mm dia PVC Elbow
110mm dia PVC Tee
110mm dia PVC Tee with single door
110mm dia PVC Bend
Supplying and fixing position PVC Nahani Trap of size 100 x 75mm with PVC 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 PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works)
Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4kg. / 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 in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications
Supplying & filling 20 mm size HBG stone jelly for dispersion trench as directed by the Departmental officers Complying with standard specification
Supplying & filling 40 mm size HBG stone jelly for dispersion trench as directed by the Departmental officers Complying with standard specification
Supplying and erecting in position of best quality of I.S.I approved make of 2 HP Monoblock Pump with 440 Volt 2880 RPM and Suitable base plate with necessary accessories and star delta starter with overload protection unit and timer (BCH make 440 Volt, 3Phase) 3 x 2 1/2" KDS, 527++ includingcost of Motor Pumpset, accessories, fixtures foot valve, necessary wiring earthing, fitting charges etc., complete as directed by the departmental officers.
Supplying and erecting in position of 50 liters capacity Industrial Model Reverse Osmosis Water-cum-Purifier to deliver Potable Water with World Health Organisation (WHO) Standards with following accessories. (a) MS Skid - 1 No. (b) Media 11054 No. Vessel with 20 nb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set (c) Feed Pump 0.50 HP – 1 No. (d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No. (e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No. & Pressure Gauge - 2 Nos. (f) Flow Meter - 1 No. 20 Filter with Housing - 1 No., Low Pressure Switch - 1 No., Level Switch - 1 No. & Necessary CPVC Pipes and Fittings. The system shall be provide with Two Panel Control System with necessary Stainless Valves and Fittings and Float Control etc. The rate should be inclusive of all civil works, wherever necessary to install the System in position and intact.
Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc.,including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc,complete as per standard specification and as directed by the Departmental Officers.
Supplying, and fixing M.S. pipes as required diameter for truss, purlins etc., including conveying to site, cutting, threading, welding and fixing in position etc completed complying with standard specifications..
Supplying, fixing and roofing with Polycarbonate Sheet of 6mm thick with all necessary accessories such as J/V bolt and nuts of suitable length with suitable bitumen washers complete complying with standard specification and as directed by the departmental officers.
Providing Anti-Termite Treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 6313 part I to IV in stages to suit the progress of work consist as per the detailed specification as below (Measurements taken for the plinth area for the purpose of payment) including braking of termit mounds, making holes with crow ar, closing the holes after the treatement and including cost of chemicals, labour charges transport and storing etc., complete (The chemical should be got approved by the Executive Engineer before use on works)
Stage-1: Spraying anti-termite chemical solution for the foundation before laying concrete in bottom and sides of foundation. Stage-2: Spraying anti-termite chemical solution to the grade beam level, spraying has to done for the grade beam, brick masonry contact with the back fill earth. Stage-3: Spraying anti-termite chemical solution on the sand for the flooring before laying the flooring concrete. This treatment has to be carried out on the sand filling by making holes with crow bar to a depth of 60 cms and at 60cms intervals on both. Stage-4: Spraying anti-termite chemical solution alround building outside by making holes through bar before laying plinth protection and the holes to be closed after the treatment.
Supplying and laying of Rubber Moulded Hydraulic Pressed Paver Block 63mm thick Over a base layer of crushed stone sandfilling incl. Cost of materials laying and Labour charges etc complete complying with the standard specification and as directed by the departmental officers
Supplying, fabricating, erecting and fixing Calcium Silicate Board False Ceiling using Perforated Sheets upto a ceiling height of 4.5m from floor level etc., complete complying with standard specification and as directed by the departmental officers.
ELECTRICAL ITEMS
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 Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (5 points / Coil) Higher End )
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 Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End
Wiring with 3 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 Module GI switch box in flush with wall with 6A two way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC pipe Stair case Light point Higher End
Supply and fixing of 1 x 18W / 22W 4 Feet LED Fitting (SBT) with 20w Crystal glass LED tube (double side connection) on wall or ceiling with PVC unsheathed copper leads from terminals to the fitting (Higher End)
Supply and fixing of 1 x 18W / 22W 4 Feet LED Fitting (SBT) with 20w Crystal glass LED tube (double side connection) complete with conduit pipe suspension from the ceiling with PVC unsheathed Copper leads from the terminals to the fitting. (Higher end)
Supply and fixing of 9W LED Lamp for BH point.
Supply and fixing of WT bulk head fitting with guard suitable for 15 W LED Bulb
Supply and fixing of 24W LED 2x2 square type Recessed fitting with LED (Higher end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting.
Supply and fixing of 18W LED square type Recessed fitting with LED (Higher end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting.
Supply and fixing of 48W LED street light fitting with LED (Higher end) with 32mm dia. GI pipe (class B) with 1 no.32 mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting
Supply and fixing of 1200mm (48") sweep BLDC ceiling fan complete with 2 module 100W fan step regulator (Higher end) with 300 mm down rod on the existing fan clamp
Supply and fixing of 400mm (15") sweep AC wall mounted fan (Higher End) with necessary connection complete.
Supply and fixing of 300mm (12") sweep (light duty) AC exhaust fan complete with necessary wall opening and making good of the wall
Supply and fixing of louvers shutters arrangements for 300mm (12") sweep (light duty) AC exhaust fan
Supply and Fixing of 16A Two-way switch in suitable Modular type GI box on wall with suitable front cover plate with connection (Higher End) (For Lift well lighting Control)
Supply and fixing of 1 no.6A two module 5 pin socket , 1 no. 6A one module switch on suitable module surface mounting Box (GI ) with module cover plate (plastic) on wall with connections. Higher End (For Lift)
Supply and fixing of 1 no.6A two module 3 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End
Supply and fixing of 3nos.6A two module 5 pin socket , 3 nos. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End
Supply and fixing of 1 no.6/16A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End
Supply and fixing of 20A Flush type Wall Socket 32A DP MCB complete set for AC Plug in flush with wall with earth connection (For AC Plug)
Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 32A DP MCB as incoming and 10 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Higher End (For LDB )
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 as incoming and 6 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Higher End (For Lift)
Supply and fixing of 7 segment 4 way TPN MCB sheet steel distribution board (Higher end) with metal / acrylic door cover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and seperate 4 way provision for accomodating one No 4 pole incoming MCB / Isolator and another seperate 4 way provision for accomodating one No 4 pole ELCB / RCD (totally 8 ways in one segment) (3x 4 ways in Each segment) and seperate provision for MCB / Isolators ( totally 12 Nos) for sub incomers in 3 segments with lable holder and provison for taking up cable for size not less than 35 sq.mm. with the following in flush with wall with Earth connection only. i. 63A 4P MCB - 1 no. ii. 63A 4P 30MA RCCB/ELCB - 1 no. iii. 63A DP MCB Isolator -3 nos. iv. 6A to 32A SP MCB - 12 nos.
Supply and fixing of Vertical type 8way triple pole neutral MCCB DB SS enclosure double door type with 100A 4pole MCCB as incoming and 6No. 63A TP MCB's and 6No. 6A to 32A SP MCB'sas outgoing in flush with wall and making good of the concealed portion with earth connection. The MCCBDB and MCB's should be with the ISI mark. (Higher end)
Supply and fixing of 63A FP MCB with 63A 30mA FP ELCB in 8 mod weather proof enclosure in flush with wall and making good of the concealed portion with earth connection (Higher end).
Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire and making good of the concealed portion
Supply and run of 2 of 4sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 4sq.mm copper wire and making good of the concealed portion with suitable colour. (For Power plugs and 8way SPN MCB DB)
Supply and run of 2 of 6sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with contiinuous earth wire connection of 6sq.mm copper wire and making good of the concealed portion with suitable colour (For CDB)
Supply and Run of 4 of 16 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection by 16 sq.mm. PVC insulated SC unsheathed FRLS copper wire with painting of suitable colour.
Supply and Run of 3 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable gauge MS conduit pipe on wall and ceiling with continuous earth wire connection of 2.5 sq mm copper wire with painting of suitable colour. (For Lift)
Supply and Run of 4 of 25 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection by 6 sq.mm. PVC insulated SC unsheathed FRLS copper wire with painting of suitable colour.
Supply and fixing of 63A TPN switch disconnector fuse units in sheet steel enclosure with HRC fuses double brEak on suitable angle iron frame work with MS cable entry boxes with Earth connection only.
Supply and fixing of 400A capacity dust and vermin proof cubic panel board of suitable size (6ft x 6ft x 1.5 ft) CRCA sheet for outer body and stiffness and doors, switches supports respectively and with supply and fixing of the following interior mounting switches with centre busbar chamber and vertical covers on both side of the busbar chamber at the extreme ends side and confirming to I.S Specification. All the main switches should be L&T / Siemens make only.
The bus should be mounted on synthetic enamel compound bus supports at equal interval as per IS specifications. The incoming 400A switch should be connected to the bus with same size of 2" x 1/4" & 250A switch should be connected with 30mmx6mm Cu. Flat and 125A switch with 30mm x 3mm cu flat 63A switches should be connected with No.8 SWG Cu. The switch should be separated from the bus by 6mm thick hylum sheet separators, and properly earthed by tinned solid copper flat as per I.E rules CEIG specifications. The panel should be painted with two coats of high quality enamel paint over one coat of red oxide primer, the cable size, capacity of switch, location etc., should be marked with white paint and 2 Nos, metallic danger board affixed complete with mounting on base channel supports.
Supply and erection dust & Vermin proof wall mounting type energy meter cubical made up of 165WG CRCA sheet steel with bus chamber, metering chamber & fuse chamber with necessary stiffnesswith suitable metering. The bus chamber should be fixed with 50X6 mm (2X1/4") tinned copper flats for 3 phase & neutral on suitable epoxy mounts for termination of incoming cable and for outgoing flexible copper leads to meter. The meter chamber should be provided with 6mm thick hylum sheet for fixing meter. The fuse chamber should be provided with CT for 3 phase voltmeter, Ammeter and 3 Nos. 500A porcelain fuse units expended with bus bar & 25 X 6mm Cu. neutral bus for terminating outgoing cables. All the doors should be provided with lockable & Sealing arrangements and 2 Nos. 25 X 3 mm copper flats should be provided at the rear for earthing.All the door should be earthed with suitable flexible leads.The cubical should are powder coated with grey colour and supported on suitable MS angle base frame work.
AC ARRANGEMENT: Supply erection testing commissioning of 2.0 TR (6000 KCal / Hr) ABS Plastic split type Air Conditioner conforming to IS 1391 [Part-2] 1992 with Rotary compressor and Copper coil operating on Non CFC refrigerant suitable for wall mounting for operating on 230V 50HZ single phase AC supply with Five Star rating Model as per BEE Specification and capable of performing the following functions. A) Cooling B) Dehumidifying C) Air circulating D) Filtering the installation work for the above split type AC units includes the following.
1.Mounting/ fitting indoor and outdoor units at their respective locations. 2.Laying refrigerant pipe line of 6mtrs distance and connecting the both units after drilling hole in the wall if required thickness of the copper tubing shall not be less than 0.80mm 3.Insulating the suction pipe with expanded polythene foam 5mm thick tubing. 4.Laying 15mm dia flexible PVC drain pipe of 6mtrs length to throw out the condensate water being formed in the indoor unit. 5.Leak testing the entire gas unit. 6.Charging refrigerant gas in the unit. 7.Suitable electric wiring to be provided with 2.5sq.mm PVC insulated copper wire between indoor and outdoor units up to 4mtrs length and up to switch within 3mtrs of location of indoor unit.
Supply and fixing of 5KVA Automatic voltage stabilizer of wall mounting type with Automatic time delay switching arrangements suitable to operate on 230V Single phase supply.
Supply and fixing of MS stand for fixing outdoor unit
Supply and laying of 5/8” and 3/8” copper refrigerant pipe (Extra beyond 3 metres supplied with AC unit)
Supply and fixing of water drain pipe line (1” PVC Pipe)
Supply and clamping of 3 ½ x 25 sq.mm. PVC LTUG armoured cable on post or on wall with MS clamps
Supply and fixing of brass cable gland for 3 ½ x 25 sq.mm. PVC armoured LTUG cable with earth connection
Supply and providing cable end termination of 3 ½ x 25 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete
Supply and laying of 3 ½ x185sq.mm PVC armoured LTUG cable through 80mm (3¼”) dia GI pipe in a trench to be excavated at a depth of 0.75 meter putting 0.15 mt. Layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good by road crossing
Supply and clamping of 3 ½ x 185 sq.mm. PVC LTUG armoured cable on post or on wall with MS clamps
Supply and fixing of brass cable gland for 3 ½ x 185 sq.mm. PVC armoured LTUG cable with earth connection
Supply and providing cable end termination of 3 ½ x 185 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete
Supply and laying of 3 ½ x 300sq.mm PVC armoured LTUG cable through 80mm (3¼”) dia GI pipe in a trench to be excavated at a depth of 0.75 meter putting 0.15 mt. Layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good by road crossing
Supply and clamping of 3 ½ x 300 sq. mm PVC LTUG armoured LTUG cable through 80mm (3¼”) dia G.I pipe on post or on wall with MS Clamps. (For Service Connection Main)
Supply and fixing of brass cable gland for 3 ½ x 300 sq.mm. PVC armoured LTUG cable with earth connection
Supply and providing cable end termination of 3 ½ x 300 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete
Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall /floor / ground for earth connection
Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection
Earthing as per the ISI specification with an earth electrode of 2.10metre Class'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mmx50mmx6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry
Supply, erection testing and commissioning of uninterrupted power supply (UPS) unit of capacity 3 KVA UPS single phase (Reputed make) with input voltage 12V DC supply output volage 230V-50Hz AC supply with following accessories / circuits and with 2 hrs of battery backup at full load respectively. 1. Battery charging device. 2. Inverter Circuit 3. Overload as well as short circuit 4. Indication for all operations like Battery Charging Over load low battery etc 5. Reset Switch -1No 6.Tubular Battery-8 Nos of 12VDC / 150Ah (Reputed make) 7.One layer wooden /Steel fabricated stand [As per SR] M-2108
Supply, erection testing and commissioning of uninterrupted power supply (UPS) unit of capacity 5 KVA UPS single phase (Reputed make) with input voltage 12V DC supply output volage 230V-50Hz AC supply with following accessories / circuits and with 2 hrs of battery backup at full load respectively. 1. Battery charging device. 2. Inverter Circuit 3. Overload as well as short circuit 4. Indication for all operations like Battery Charging Over load low battery etc 5. Reset Switch -1No 6.Tubular Battery-8 Nos of 12VDC / 150Ah (Reputed make) 7.One layer wooden /Steel fabricated stand [As per SR] M-2108
Design, Engineering, Supply, Fabrication, Erection, Testing, Commissioning and Handing over of 1No.20 persons 1360kg Capacity Passenger Lift (Gearless) with Machine Room and Disable friendly and with fire rated doors as per the following specifications. 1. Location : Library Building at Tiruppur 2. No. of Lift : One No 3. Type of Lift : Passenger Lift with machine room - Gearless model 4. Capacity of Lift : 26 Persons / 1360kgs 5. Speed : 1.0mtr / sec 6. Type of Drive : V3F Drive with enhanced ride comfort and near Zero Level Functions. 7. No. of Floors : 4 Floors [Ground + 3] 8. Total Travel : 14.5Mtrs / Pit 1500mm / Head room 5100mm 9. Leveling accuracy : High level accuracy with smooth and jerk free stopping. 10 Construction of lift shaft : RCC with brick masonry 11.Car: 18 SWG High Quality Car. S.S. Car and Hand rail, granite /marble flooring and Perspex False Ceiling.
25 Indication : Digital floor position indicator in car and in all landings. UP / DOWN Digital direction and position indicator for all Landings and inside the car. 26 Emergency provisions : Battery operated Alarm bell & Light to be Provided with Automatic charging device. 27 Fire Man’s switch : In the Ground Floor 28 Minor Builder works : included 29 Scaffoldings : included 30 Sill angles and Fascia Plates : included 31 Steel for Lift Machinery : included. 32.Servicing and maintenance : Free Comprehensive servicing and maintenance for one Year Guarantee period. And comprehensive servicing and maintenance of lift for further period of 2years beyond the warrantry period of 1year from the date of Handing over of lift to the user department should be done by the lift contractor.
33 Automatic Rescue Device : Provision to facilitate the landing to the nearest floor at the time of power failure. The ARD consists of suitable Battery system with charger, Inverter, under voltage protection system etc. complete with all accessories. 34 Provision for Intercom : To be provided in the Lift Car, Ground Floor Reception Area & Machine Room with Phone (Press & Speak) with clear and Audible volume of sound. 35 Lift License : Preparation of Drawings, payment of inspection charges to CEIG and insurance policy and Obtaining CEIG approval for the Lift as per Lift act should be done by the Lift contractor. 36 Floor Position : Included with LED display and floor annunciator. 37 Special Features: a. Infra red door sensor with full height screen b. Full width half height rear panel mirror c. S.S. hairline finish hand rail in car d. Stainless steel signal features e. Vandal proof SS button with SS cover f. S.S. hairline finish door frames for landing doors g. V3F door operator h. Call register signal i. Stainless steel facio plates for car operating Panel and landing fixtures j. Steel ladder in Lift machine room and in lift pit. k. On / Off switch for fan and light
l. Over-load warning indicator with audio Announcer m. Voltage stabilizer for control circuit. n. Small Vision Glass of size not less than 150mm x 500mm in both of the two centre opening doors of Lift Car as well as Landing doors. o. Differently abled persons friendly. 38 Over Speed Governor, Phase failure and Phase reversal Relay, alarm bell, T guide brackets for car and counter weight, Rubber padding under the winding unit, Motor of adequate capacity, Electromagnetic brake with compression springs, Car safety gears, Buffers, Electro mechanical locks, Emergency key, side supporting angles, Motor over load protection devices, Final limit switch main, suspension ropes, Counter weights, Lifting joist for mounting the Machineries. 39 Guarantee : Guarantee for at least one year for the materials and workmanship of equipments should be offered by the Lift contractor. 40 Site testing in accordance with IS 14665 should be carried out at the time of Handing over to the User department. 41 Supply, operation and maintenance manual and necessary tools for operation and a set of spare parts required for one year to be provided. (Johnsons / OTIS / KONE) [SR]M-2363
Supply, erection testing, commissioning and handing over of 1No,125KVA diesel generator set 0.8P.F, 3phase, 415v/420 Volts, 50c/s, 1500 RPM complete in all respects as detailed below A.Engine Water cooled diesel engine suitable for generator application with a shaft out put of 160BHP suitable at 1500 RPM under NTP conditions as per BS 5514-ISO 10000. The engine shall comprise the following standard scope of supply: 1) Dry type Air cleaner 2).Expansion bellow 3)Radiator, radiator fan and mounting 4)Air to air charge cooler 5)Exhaust gas turbo charger 6)Lube oil cooler and lube oil filter 7)Fuel filter (pre and micro) 8)In-line mono-block fuel injection pump with governor and fuel feed pump 9)Electronic governor 10)12V / 24V battery charging alternator 11)12V / 24V Volt electric starter motor 12)Engine test certificate 13)Residential Mufler 14)Fly wheel with starter ring.
Engine instrument panel/mounted Engine control panel consisting of ON/OFF/START/KEY, lube oil pressure gauge, oil temperature gauge, high water temperature gauge and electronic hour meter and RPM indicator. Safety system of Engine: The engine shall trip for the following conditions with Visual alarm device. 1) Low lubricating oil pressure 2) High water temperature 3) Vee - belt failure and over speed 4) Low battery indication The Engine should be capable of providing 10% over load for one hour for every 11 hours continuous running at full load. B.ALTERNATOR Alternator capacity of 125KVA/100KW, AC 3phase, 50HZ, 415Volts, 0.8P.F, 4 wire self exited, self regulated designed to run at 1500 RPM under NTP conditions conforming to BS 5000/IS 13364 (part-II) 1992 to be coupled directly to the Diesel engine and test certificate 3) AMF CONTROL PANEL: The AMF control panel (cubical) should be fabricated with vermin proof and dust proof best quality sheet steel and floor mounted with removable rear panels and hinged front doors with enamel painted and incorporating the following with suitable provision for connection of incoming and outgoing leads having been made on the control panel.
4) ACOUSTIC ENCLOSURE: Acoustic enclosure shall be powder coated and fabricated out of 16SWG CRCA MS sheet. The silent canopy shall be nut bolt type construction. Critical processes of punching are done on CNC machine to maintain dimensional accuracy of hole within 0.1mm powder coating done after seven-tank surface preparation process of sheet metal. Canopy panel and door shall have inside lining of FIRE-RETARDANT 64kg/m density mineral wool of 100mm thickness as acoustic material. Four hinged doors shall be provided to canopy. The maximum permissible sound pressure level should be as per the norms prescribed by the Central Pollution Control Board / State Pollution Control Board / Competent Authority concerened or should be less than 75 db(A) at 1 meter from the enclosure surface whichever is advantageous to the department. The emergency stop should be available on the enclosure panel.The enclosure provided shall be duly approved by the Engine Manufacturer of the Engine provided for Diesel Generator Set mounted inside and should be to the satisfaction of inspection / testing authority concerned. SURFACE TREATMENT – PAINTING The enclosure shall be suitably treated for degreasing, de-rusting and phosphating. The canopies are passed through seven-tank treatment thoroughly. ADDITIONAL FEATURES OF CANOPIES Canopy fabricated on CNC machines with dimensional accuracy of 0.1mm so as to increase its durability. Special designed supporting rips/structures are used in canopies so as to give sturdiness and to reduce the vibrations of the DG sets if any.
WORLD CLASS COOLING PACKAGE: Canopies shall have cooling package for which it can perform at 45 deg C / ambient temperature. No grounding required on the ground, only a level surface capable of withstanding the DG weight. Lifting hooks shall be provided for the acoustic enclosure, which should be unloaded independently of the DG set. The Genset frame shall also be provided with hooks for unloading. Temperature rise inside the canopy: Canopies shall be designed so as to maintain the temperature difference between ambient and air inlet at cleaner within the enclosure well within 5-7 deg centigrade.
5) Base Frame : Base frame should be fabricated in sheet metal. The base frame is rugged in construction and designed for mounting engine and brushless alternator closely coupled, with cross members mounted on AVM. The base frame shall have provision for mounting of acoustic enclosure on it. The supply of Genset includes loading, unloading and transportation charges. 6) Fuel Tank : Removable Fuel tank of atleast 200 Ltrs capacity shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet and outlet connections and mechanical fuel gauge. Fuel tank can be easily removed for cleaning or any maintenance. First charging of fuel oil to full capacity and first charging of battery while handing over to department. Also supply of fuel oil to run the Genset for minimum 8hours on load or by using rheostat. 7) Battery : 1No. 12V 180 AH battery 8) Tools: Supply of tools like: 15" cutting plier- 1No, Serew driver 9"X6" - 2 Nos, DE spaners ( 6 Nos) - 1set, Adjustable spanner - 1No, ½ 16 Hammer - 1 No, Spanner for removing engine oil plug-1no, Line Tester-1No for the maintenance and operation of Generator set.
ERECTION , TESTING AND COMMISSIONING Providing suitable concrete foundation with cement concrete 1:2:4 with sand cushion all around the foundation for erection of 58.5KVA Diesel Generator set.
Supply and demonstration of the following safety accessories: a) 1 metre x 1 metre x 1/2 inch 11KV rubber mat - 2 Nos b) One set of 4 nos 9 litres of fire buckets with metal stand frame - 1 set c) First aid box with medicines - 1No d) 11KV rubber Hand gloves - 2Nos e) 2Kg capacity dry powder type fire extinguishers - 2Nos f) Hand operated pump to transfer fuel from standard barrel to fuel tank - 1No g) First aid chart in Tamil english - 1No h) Battery water acidity tester - 1No i) Earth discharge Rod - 1No j) Danger Board - 1No
Preparation of site plan, physical layout, Electrical line schematic diagram in 10 sets getting drawing approval from CEIG preparation of completion report, rectification report and arranging CEIG Inspection and obtaining safety certificate preparation of 1 set of approved drawing and a copy of safety certificate in a neat frame work to be fixed in generator room and payment if CEIG inspection fees.
Supply and fixing of 65 mm dia. (2 -1/2") GI pipe (class B) of 6 metre length with 300mm x 300mm x 6mm MS base plate duly welded at the bottom with concreting with construction of masonary pedestal with suitable SMC box with door arrangement to house 6A SP MCB switch, 2/4 way connector on suitable hylem sheet and supply and fixing of 48W LED street light fitting with LED (Higher end) with 1 metre 32mm dia. GI pipe (class B) Complete with suitable MS clamps for LED steet light fitting and SMC box with PVC unsheathed copper leads from SMC box to fitting and with painting of suitable colour .
Supply and laying of 2 x 10 sq.mm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75metre putting 0.15metre 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 10sq.mm PVC armoured LTUG cable through 40mm (1¼”) dia GI pipe in a trench to be excavated at a depth of 0.75 meter putting 0.15 mt. Layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good by road crossing
Supply and clamping of 2 x 10 sq.mm. PVC LTUG armoured cable on post or on wall with MS clamps
Supply and fixing of brass cable gland for 2 x 10 sq.mm. PVC armoured LTUG cable with earth connection
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