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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹79.2 L+₹6.4 L (8.77%)Accepted-AOC | L3 | Accepted-AOC AOC | |
| 2 | L4₹87.2 L+₹14.4 L (19.7%)Accepted-AOC | L4 | Accepted-AOC AOC | |
| 3 | L5₹98.8 L+₹26.0 L (35.7%)Accepted-AOC | L5 | Accepted-AOC AOC | |
| 4 | L6₹99.5 L+₹26.7 L (36.7%)Accepted-AOC NO 25 9 DR NATESAN ROAD 1ST LANE TRIPLICANE CHENNAI 05 | CHENNAI | TAMIL NADU | 600005 | L6 | Accepted-AOC AOC | |
| 5 | L7₹1.1 Cr+₹37.7 L (51.7%)Accepted-AOC | L7 | Accepted-AOC AOC |
| Sl No | Description | Qty | Unit | RM Constructions L7 | RAVI ENGINEERING CONSTRUCTIONS L3 | Sowriraj L5 | S.K.B Constructions L2 | dp constructions L1 | SLN Builers L4 | SAI AJAY BUILDERS L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Providing two legged scaffolding using 48.30mm dia heavy duty MS pipe over all height of 3.00m the distance between 2 legs being 1.25m and the spacing of the post being 2m in each rows and providing platform with C.W. planks using 40mm thick silver oak and 1.00m wide in complete form with horizontal bracings @ 1.50m c/c vertical direction and with cross bracings using same 48.30mm dia including cutting, threading assembly with red oxide primer, labour charges cost of speicals such on large plate, shoe, carcher, coupling, bolt and nut transportation charges and handling charges. The bottom of vertical post shall rest on 300x300x70mm 1:2:4 concrete base as per the standard specification and as directed by the departmental officers. | ||||||||||
| 1.01 | Initial Height of 3.00m | 140 | RM | 660 ₹92,400 | 494 ₹69,160 | 580 ₹81,200 | 486 ₹68,040 | 455 ₹63,700 Lowest | 546 ₹76,440 | 620 ₹86,800 |
| 1.02 | Additional Height of 2.50m | 400 | RM | 550 ₹2,20,000 | 416 ₹1,66,400 | 500 ₹2,00,000 | 409 ₹1,63,600 | 383 ₹1,53,200 Lowest | 459 ₹1,83,600 | 522 ₹2,08,800 |
| 2.00 | Dismantling the damaged floor finish and dadooing walls in cement mortar with mosaic tiles / Glazed tiles/cuddapah slab and clearing away with carefully stacking the material useful for reuse for any thickness etc., complete complying with standard specification and as directed by the Departmental officers. | 410 | m2 | 80 ₹32,800 | 55 ₹22,550 | 68 ₹27,880 | 54 ₹22,140 | 50 ₹20,500 | 6 ₹2,460 Lowest | 68 ₹27,880 |
| 3.00 | Dismantling , removing and carefully stacking pressed tiles with weather course etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 470 | m2 | 60 ₹28,200 | 41 ₹19,270 | 51 ₹23,970 | 40.5 ₹19,035 | 38 ₹17,860 Lowest | 45 ₹21,150 | 50 ₹23,500 |
| 4.00 | Dismantling , removing and carefully stacking Brick work in cement mortar under 3m high etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 15 | m3 | 400 ₹6,000 | 253 ₹3,795 | 280 ₹4,200 | 249 ₹3,735 | 233 ₹3,495 Lowest | 279 ₹4,185 | 3,330 ₹49,950 |
| 5.00 | Dismantling , removing and carefully stacking RCC etc., complete complying with standard specification and as directed by the departmental officers at site of work. | 4.5 | m3 | 5,100 ₹22,950 | 3,854 ₹17,343 | 4,500 ₹20,250 | 3,798 ₹17,091 | 3,549 ₹15,970.5 Lowest | 4,259 ₹19,165.5 | 4,842 ₹21,789 |
| 6.00 | Clean removal of cement plaster from walls and ceiling including labour charges, clearing away the debries etc., complete complying with standard specification and as directed by the departmental officers at the site of work. | 345 | m2 | 20 ₹6,900 | 7.5 ₹2,587.5 | 10 ₹3,450 | 7.5 ₹2,587.5 | 7 ₹2,415 Lowest | 8 ₹2,760 | 9 ₹3,105 |
| 7.00 | Earth work excavation for foundation by manuel means for Isolated, Combined and other type of foundations in all soils and sub-soils and to full depth as may be directed except in 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 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers | 10 | m3 | 300 ₹3,000 | 217 ₹2,170 | 250 ₹2,500 | 213 ₹2,130 | 199 ₹1,990 Lowest | 239 ₹2,390 | 270 ₹2,700 |
| 8.00 | Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no 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. | 33 | m3 | 5,700 ₹1,88,100 | 4,298 ₹1,41,834 | 4,300 ₹1,41,900 | 4,236 ₹1,39,788 | 3,958 ₹1,30,614 Lowest | 4,750 ₹1,56,750 | 5,400 ₹1,78,200 |
Tender Value
Refer Docs
EMD Value
₹62,200
Closing Date
7 Aug 2025, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle 2, Chepauk Chennai 5
Special Repairs to Main Building Annex Building Kitchen Store Room Dining, Toilet, Pavement and Approach Road to Dr.Ambedkar Law University Girls Hostel at Chepauk Chennai-5
2025_PWD_588080_1
TNPWD/15-2 BCM/2025-26
Open Tender
Civil Works
Lump-sum
Chepauk
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹62,200
17 Sept 2025
2 Aug 2025
7 Aug 2025
2 Aug 2025
7 Aug 2025
2 Aug 2025
Amount
Providing two legged scaffolding using 48.30mm dia heavy duty MS pipe over all height of 3.00m the distance between 2 legs being 1.25m and the spacing of the post being 2m in each rows and providing platform with C.W. planks using 40mm thick silver oak and 1.00m wide in complete form with horizontal bracings @ 1.50m c/c vertical direction and with cross bracings using same 48.30mm dia including cutting, threading assembly with red oxide primer, labour charges cost of speicals such on large plate, shoe, carcher, coupling, bolt and nut transportation charges and handling charges. The bottom of vertical post shall rest on 300x300x70mm 1:2:4 concrete base as per the standard specification and as directed by the departmental officers.
Initial Height of 3.00m
Additional Height of 2.50m
Dismantling the damaged floor finish and dadooing walls in cement mortar with mosaic tiles / Glazed tiles/cuddapah slab and clearing away with carefully stacking the material useful for reuse for any thickness etc., complete complying with standard specification and as directed by the Departmental officers.
Dismantling , removing and carefully stacking pressed tiles with weather course etc., complete complying with standard specification and as directed by the departmental officers at site of work.
Dismantling , removing and carefully stacking Brick work in cement mortar under 3m high etc., complete complying with standard specification and as directed by the departmental officers at site of work.
Dismantling , removing and carefully stacking RCC etc., complete complying with standard specification and as directed by the departmental officers at site of work.
Clean removal of cement plaster from walls and ceiling including labour charges, clearing away the debries etc., complete complying with standard specification and as directed by the departmental officers at the site of work.
Earth work excavation for foundation by manuel means for Isolated, Combined and other type of foundations in all soils and sub-soils and to full depth as may be directed except in 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 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers
Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no 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.
Finishing the top of roof with one course of machine pressed tiles of following size 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
Repointing the pressed tiles with 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
Providing post construction antitermite treatment 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 15mm 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).
Methodology: providing the Safety Scaffolding and Platform by Contractors, Removing all the exposed damaged Fins Facade Dead mortars, Spelled Concrete, loosen Particles by Chizzel and Hammer Followed by Cleaning the Corroded Rods which is oxidized. The Cleaning method For Rods by Metal brush Sand Paper. Protection anti corrosive paints for Damaged Rods For Fully Damaged Rods Cutting the Area of broken Rods and Anchoring with new Reinforcement Rods by vertical and Horizontal Method and welding it for Tensile Strength. Complete Bonding Agent for old Concrete Surface and also in Reinforcement areas. Finally for 20 mm thickness one Layer of Micro Concrete works for Compressive strength. Finishing the Plastering with River Sand, Cement Recron Fibers and SBR latex for additional Strength in plastering, Water Cure for 5 days and Finishing with three Coats of Elastomeric water proofing paints to protect the Structure by Silane Environment and Carbon Attack etc., Complete and as directed by the departmental officers.
Cleaning the surface throughly with water and remove all the impurities and loose plaster flackes, fungus growth etc., by suitable machanical means like scrapping or wire brushing and subsequently wash with adequate water to get an absolutely cleaned surface to take on further treatement. All the groove will be refilled with multy proof co polymer with filler loose plasters and cured cement mass will be removed to make the surface clean and apply galtach multi proof acrylic co polymer with cement and fine sand mixed in the ratio 1:2:4 (one of cement: two of sand : four of aggregate) to fill the surface cracks and apply Gal techmulti proof acrlic co polymer with cement ratio 1:2 two coat over night setting and cure with water and apply weather tuff sealer coat polymer membrance two coats mixed with water in the ratio 8:2 etc complete.
Supplying and filling in foundation, basement, etc with filling quarry stone dust 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.
Cement Concrete 1:5:10 (One Cement, Five sand and Ten 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 and as directed by the departmental officers. - Mixing by Machanical means
Brick Jelly Lime Concrete 1:2:5 using 40mm brick jelly in Lime Mortar 1:2 - 10 cu.m.complete complying with standard specification and as directed by the departmental officers
Brick work in Cement Mortar 1:5 using best quality of Burnt clay Bricks of size 9" x 4-3/8" x 2-3/4" with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including cost of mortar plasticizer, curing, etc., complete complying with standard specifiction and as directed by the departmental officers. Brick work 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 & basement
In Ground floor
Brick partition walls of 11.50cm thickness using best quality II Class Ground Chamber Burnt Bricks of size 9" x 4-3/8" x 2-3/4" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers.
Ground Floor
Providing and fixing Greenlam Sturdo Classique Evergreen Toilet Cubicle ( of following Standard dimension which includes 600mm door size width) made of heat, bacteria,water, Chemical, Scratch, impact and anti bacterial resistant 12mm thick solid compact laminate panels tested by Shriram Test House. Finish of the com[act laminate should be Suede/*Raw Silk, which includesdoors, plisters and intermediate panels finished with approved texture/shade as per the detailed drawings and as per IS2046(Indian Standard) and as per fire retartant BS-476/97 Standard. The product should have Green Guard Certificate. This also oncludes providing and fixing inmposition necessary hardwae made out of Stainless steel (Grade 304) as per manufacturer's specifications and Architects instructuin like (1) Door Knob, (2) Gravity Hinges,(3) Thumb turn lockset with occupancy indicators, (4)coat hooks with door stopper (5) U-Chaneels, (6)Adjustable foot/pedestal, (7) Top rail with corner connector (8) Rubber noise deafening tapr, (9) SScrews and wall plugs. The top fitting should consist of SS round top rail which will get fixed with plisters with Ss panel tubeholder, Ss corner bend (connected with top rail) will be used on the corner of cubicle in absence of brick wall,
SS wall fixing is used only on the wall ehich will hold the SS top rail. All screws woll of 304 Grade in Sainless steek with Satin finish. All plisters are suppoted by Stainless steel Bottom Cladding will be anchored to the floor with a clearance height upto 1500mm and as directed by the departmental officers.
Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using 20mm HBGS jelly including cost of reinforcement steel in position, moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed.
75mm thick slab (using 20mm HBGS Jelly)
100mm thick slab (using 20mm HBGS Jelly)
Plastering the ceiling with Cement Mortar 1:3 (One cement and Three plastering sand), 20mm 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.
Plastering the walls 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.
Plastering with Cement Mortar 1:5 (One cement and Five plastering sand), 20mm 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.
Dadooing walls with ceramic tiles conforming to IS 15622 of size 450mm x 300mm x 8mm 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)
Flooring with Ceramic Tiles of size 305 x 305 x 6mm 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. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Paving the floor with fine polished cuddapah stone slab of 20mm thickness 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 and pointing the joints to full depth of slabs with same mortar mixed with black oxide and the top surface rendered smooth, curing, etc.,complete complying with standard speicification and as directed by the departmental officers. (The cuddapah stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work) - Cuddapah Slab of 20 to 30mm thick / 38 to 40mm thick / 50mm thick
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 finish etc., 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)
Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm colour 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 soil 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 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 / 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. (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 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
110mm dia PVC soil pipe
75mm dia PVC soil 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 redoing 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).
110mm dia PVC "Y" with Single Door
110mm dia PVC "Y" with Double Door
110mm dia PVC Elbow with Door
110mm dia PVC Tee with Single Door
75mm dia PVC door elbow
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, 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.
UPVC pipe of 20mm dia
Supplying and fixing in position UPVC 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 redoing 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).
UPVC Elbow 20mm dia
UPVC Tee 20mm dia
UPVC Reducer elbow 20 x 15mm
UPVC Tee 20 x 15mm
Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry 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 cast 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 directed by the departmental officers.
110mm dia PVC Pipe
Supplying and fixing in position 15mm dia special type SS Long body 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. (Taps should be got approved by the Executive Engineer before use on the works)
Supplying and fixing in position 15mm dia brass CP screw down 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. (Taps should be got approved by the Executive Engineer before use on the works)
Supplying and fixing in position CP shower rose with CP stop cock arrangement of size 15mm dia inlet and 100mm outlet to the pipe line with necessary cutting, threading and jointing using shellac etc., complete complying with standard specification and as directed by the departmental officers (The CP shower rose should be got approved by the Executive Engineer before use on works).
Paving and laying the rubber moulded hydraulic presses paver block inter locked blocks of 63mm thick inter locked blocks of approved quality and make over a sand cushion and laying the paver blocks in true and straight alignment with gradient and pointing neatly using quarry dust of fly ash and pointing neatly hire charges for vibrator machine including diesel consumption charges etc., complete complying with standard specifications and as directed by the departmental officers.
Removing and relaying interlocking paver blocks of 63mm thick including labour for laying over a sand cushion and laying the paver blocks in true and straight alignment with gradient and pointing neatly using quarry dust of fly ash and pointing neatly hire charges for vibrator machine including diesel consumption charges etc., complete and as directed by the departmental officers.
Supply and fixing Weld mesh 2.50cmx2.50cm 10 gauge including CW frame of size 50mm x 25mm, labour charges for fixing and cutting welding charges etc., complete complying with std. specification and as directed by the deptl. Officer.
Fabricating, supplying and fixing of prepainted galvanized iron sheets with the following specification, The material should be of PPGI approved design 0.47mm thick 24 gague having width 1050mm.The sheet should be G.I base pre painted hot dipped galvanized iron sheet and to be fixed with shelf tapping screws. Plastic washer.The washer and screw to be fixed by using minute power machine drilled with out damaging the sheets paint coating to be regular modified polyster coat with zinc coating of 120 GSM paint thickness the finish should be terra cotta finish like Malabar polyster manglore tiles finish optional matt finish. The sheet to be fixed with making suitable corrugated cutting the sheet in to the required size and making ornamental desifns as per the site condition and as directed by the deptl.officers.
Easing the existing over hanging doors and windows including renewing from its position and refixing the same after attending petty repair works including labour for wrought and put up in position fixing necessary furniture fittings excluding cost of furniture etc., complete complying with standard specification and as directed by the departmental officers at site work
Renewing and refixing country wood frame for door and window any other similar joinery works using following size of upto 4m in length Country wood scantling of pillai maruthu or patak including labour for wrought and putup in position etc., complete complying with standard specification.
Renewing and refixing the WPC door shutters including cost of furniture fitting such as 3 nos 4"brass butt hinges,2nos 6"brass tower bolts,2nos 4"brass handle, 1 no brass drop, single key shutter, mortice lock without night latch, etc., complete complying with standard specification.
Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (Sliding) 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
Supplying and fixing in position sleek Openable System mosquito net for window with powder coated aluminium frame of size 20mm width and 9mm thick by using best quality SS net, including PVC hinges, stopper, Handle, and Rubber EPDM 2mm spine etc., Complete complying with standard specification and as directed by the departmental officers.
Renewing the damaged window with new steel window coverd with MS Sheet single / double leaf with outer frame of 90 x 40 x 6mm angle sutter frame 35 x 35 x 6mm angle M.S Sheet 10 G intermediate shutter "T" section 25 x 25 x 6mm should be covered with 20 gauge M.S Sheet with necessary fittings - 4 Nos, iron hold fast - 2 Nos, M.S Handle - 2 Nos, latches - 4 Nos, adjustable stay including finishing the shutter with red oxide primer etc complete complying with standard specification and as directed by the departmental officers at site of work.
Renewing the damaged cupboard shutter with new one using frame of CW scantlings alround and center of size 0.07 x 0.05m and the shutter with 19mm thick antitermite water proof plywood and fixing with laminated sheet of 1mm thick of approved quality with fevicol paste and the shutter 4" long and SS pad lock of 50mm with necessary screws and nails etc., complete and as directed by the departmental officers.
Renewing the damaged broken unservicewable Health faucet with new one of Two way bib cock tap with flexible hose 15mm dia (METRO) of approved quality and make including labour charges for fixing in position etc complete complying with standard specification and as directed by the departmental officers at site of work.
Best Varnishing woodwork Two coat of approved quality in all floors etc complete complying with standard specification and as directed by the departmental officers at site of work. (The make quality of paint shopuld be got approved by the Executive Engineer before use on works)
Painting the old wood work two coats in all floors with best Synthetic enamel paint of approved quality, colour in all floors 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 the old iron work such as steel doors, windows, ventilators, window bars, balustrades etc., with Two coats of of best approved first quality and colour of synthetic enamel paint in all floors etc., complete complying with standard specification and 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 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 walls with texture finish paint of approved quality and colour including cleaning and thorough scrapping the walls and rendering the walls smooth with necessary brushes, labour charges and scaffolding charges etc., Complete complying with standard specification and as directed by the departmental officers.
Painting the wall two coats with approved weather proof exteior emulsion paint over one primer coat on cement plastered wall surface etc., complete complying with standard specification and as directed by the departmental officers.
Cleaning the Manhole chamber including removal of silt and slush and comveying the same to out side the campound after the dry condition of silt and slush etc., complete complying withstandard specification and as directed by the departmental officers.
Charges for cleaning the sludge and sewage of septic tank of size 4.50m x 3.30m 3.00m depth, removing the silt and slush using lorry with pumping motor and conveying same to outside of city with proper disposal etc., complete complying with standard specification and as directed by the departmental officers at the site of work.
Renewing the damaged, broken cover slab of size 750mm x 750mm with new one of SFRC cover slab including labour charges for fixing in position, conveyance and other incidental charges etc., complete complying with standard specification and as directed by the departmental officers.
Providing soak pit of size 4' dia with earth work excavation of 8' depth and erecting 4' dia well ring to a depth of 8'0" (8Nos) and filling the soak pit with brick jelly 40mm guage to a depth of 3'0" height and filling 40mm gauge with HBGS jelly to a depth of 3' height and vacant spave of 2;0" height and finally covered with RCC precast slab of 50mm thick of approved qualioty etc., complete and as directed by the departmental officers.
Providing name board of size 5.00m x 1.00m using MS L angle of size 50mmx 50mmx 6mm alround and center @ 1 m c/c and the frame should be covered with MS sheet of 2mm thick fixing in position over two nos 110mm x 110mm hollow square section of 5,4mm thick upto a height of 5.50m and welding all the joints angles and ms sheet will be welded and grinding smoothly with grinding machine and the painting the board with two coats of SEP over one coat of primer and letter writing with both English and Tamil and Government Emblem as per the instructions of the departmental officers incharge including foundation arrangements and as directed by the departmental officers
Repairing the cracks in masonry walls by reinforcing with rods by preparing the cracked area by cutting or raking out the mortar joints on either side of the crack typicallyextending 500mm made on each side and depth of about 30-45mm. The slots are then cleaned and thoroughly flushed with water. High strength grout (like Helfix Helibond) is mixed and injected into the slots and fixing neatly etc., complete complying with standard specification and as directed by the departmental officers at the site of work.
Supplying and fixing in position Stainless steel of 304 grade rectangular shaped chrome finish wall mounted hand wash basin of size 1200 x 450 x 300mm depth including cost of material, conveyance charges, labour charges etc., complete complying with standard specification and as directed by the departmental officers at the site of work
Collecting the scattered debries from the campus and conveying away the same to ouside by tipper machinary to a lead of 3km (Entirely within city limit including loading and unloading charges and dumping in low places and levelling neatly etc., complete complying with standard specification and as directed by the departmental officers.
GST at 18%
S.K.B Constructions (BID ID -1422926)
RAVI ENGINEERING CONSTRUCTIONS (BID ID -1421934)
SLN Builers (BID ID -1423048)
Sowriraj (BID ID -1422541)
SAI AJAY BUILDERS (BID ID -1422660)
RM Constructions (BID ID -1422153)
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