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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC NO 622 VANNIYAR NAGAR ALAGAPURAM PERIYAPUDHUR SALEM 636016 | SALEM | SALEM | TAMIL NADU | 636016 | ₹3.4 Cr | L1 | Accepted-AOC THE NEGOTIATED RATES ARE ACCEPTED IN THIS OFFICE |
| 2 | L2₹3.5 Cr+₹12.4 L (3.61%)Rejected-Finance 7 3 PUDUMARAPPANUR ARIYUR POST NAMAKKAL 637 015 TAMIL NADU | NAMAKKAL | TAMIL NADU | 637015 | ₹3.5 Cr+₹12.4 L (3.61%) | L2 | Rejected-Finance The Rates quoted are higher |
| Sl No | Description | Qty | Unit | SS Associates L1 | SRI NAACHIMAAR ENGINEERING CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of R.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge. | 91 | M3 | 4,715 ₹4,29,065 Lowest | 4,890 ₹4,44,990 |
| 2.00 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of P.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge. | 35 | M3 | 530 ₹18,550 Lowest | 552 ₹19,320 |
| 3.00 | Dismantling, clearing away and carefully stacking materials useful for re-use of brick masonry walls, depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge. | 36 | M3 | 310 ₹11,160 Lowest | 321 ₹11,556 |
| 4.00 | Dismantling, clearing away and carefully stacking materials useful for re-use of Asbestos sheet roofing without roor timbers / angles, stacked properly inside the campus as directed by the Engineer - Incharge. | 4,930 | M2 | 20 ₹98,600 Lowest | 20 ₹98,600 Lowest |
| 5.00 | Clean removal of Cement plaster from walls and racking out joints 20mm deep, clearing away and depositing the debris in the low lying areas inside the campus as directed by the Engineer-incharge. | 1,011 | M2 | 10 ₹10,110 Lowest | 13 ₹13,143 |
| 6.00 | Dismantling Doors and windows including removal of frames, hinges, fastenings etc.., stacked properly inside the campus and depositing the debris in the low lying areas as directed by the Engineer - Incharge. | 11 | M2 | 170 ₹1,870 Lowest | 174 ₹1,914 |
| 7.00 | Dismantling Pressed tiles and weathering course and carefully stacking the debris away from the site in the low lying areas inside the campus complete complying with standard specifications and as directed by the Engineer-Incharge. | 168 | M2 | 50 ₹8,400 Lowest | 52 ₹8,736 |
| 8.00 | Chipping the concrete and roughening the surface, depositing the debris in the low lying areas inside the campus etc.., complete complying with standard specification as directed by the Engineer-incharge. | 200 | M2 | 45 ₹9,000 Lowest | 46 ₹9,200 |
| 9.00 | Earth work excavation in all soils and sub-soils and to full depth as may be directed except hard 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 (For narrow excavation) | 121 | M3 | 240 ₹29,040 Lowest | 250 ₹30,250 |
| 10.00 | Earth work excavation in all soils except hard rock requiring blasting and conveying for filling low lying areas with a lead of 0 to 100 metre deploying earth moving machinery and tippers including breaking clods etc., complete | 2,212 | M3 | 60 ₹1,32,720 Lowest | 65 ₹1,43,780 |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
13 Oct 2025, 5:00 pmClosed
Executive Engineer
TAMILNADU WAREHOUSING CORPORATION, NO. 82, ANNA SALAI, GUINDY, CHENNAI 600 032.
Rehabilitation Works for 50 yrs Godown and Ancillary works allover at Namakkal Warehouse complex.
2025_TNWC_608888_1
Rc. No. 1531/2025/C2
Open Tender
Civil Works
Lump-sum
240 days
Namakkal
As per Tender Document
8 documents required · 8 mandatory
₹0
₹1.7 L
6 Nov 2025
25 Sept 2025
14 Oct 2025
26 Sept 2025
13 Oct 2025
26 Sept 2025
26 Sept 2025 - 9 Oct 2025
Amount
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of R.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge.
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of P.C.C., depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge.
Dismantling, clearing away and carefully stacking materials useful for re-use of brick masonry walls, depositing the debris in the low lying areas inside the campus as directed by the Engineer - Incharge.
Dismantling, clearing away and carefully stacking materials useful for re-use of Asbestos sheet roofing without roor timbers / angles, stacked properly inside the campus as directed by the Engineer - Incharge.
Clean removal of Cement plaster from walls and racking out joints 20mm deep, clearing away and depositing the debris in the low lying areas inside the campus as directed by the Engineer-incharge.
Dismantling Doors and windows including removal of frames, hinges, fastenings etc.., stacked properly inside the campus and depositing the debris in the low lying areas as directed by the Engineer - Incharge.
Dismantling Pressed tiles and weathering course and carefully stacking the debris away from the site in the low lying areas inside the campus complete complying with standard specifications and as directed by the Engineer-Incharge.
Chipping the concrete and roughening the surface, depositing the debris in the low lying areas inside the campus etc.., complete complying with standard specification as directed by the Engineer-incharge.
Earth work excavation in all soils and sub-soils and to full depth as may be directed except hard 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 (For narrow excavation)
Earth work excavation in all soils except hard rock requiring blasting and conveying for filling low lying areas with a lead of 0 to 100 metre deploying earth moving machinery and tippers including breaking clods etc., complete
Supplying and filling foundation and basement etc.., with Crushed Stone sand (M.sand) in layers of not more than 15cm thick well ramed consolidated etc., complete complying with standard specification and as directed by the Engineer-incharge.
Supplying and filling foundation and basement with Red Gravel in layers of not more than 15cm thick well ramed consolidated etc., complete complying with standard specification and as directed by the Engineer-incharge.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam with specified thickness and as per standard specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.., complete as per clause 406 of MORTH Rev-5.
Plain Cement concrete 1:5:10 ( one cement, five M.sand and ten stone jelly) using 40 mm jelly cost and conveyance of all materials and labour charges for laying curing etc for base course including compacting with platform vibrator laid in layers of not more than 15cm thick and consolidated etc.., as per standard specification and as directed by the departmental officers etc.., complete.
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, 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 over silver oak joists of size 10cm x 6.5cm spaced at about 75cm 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) For plane surfaces such as coloumn footing, bed block, plinth beam, grade beam etc.., (centering without strutting)
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams etc..,
For plane surfaces such as rectangular or square RCC columns, sun shade, etc..,
Reinforced Cement Concrete 1:2:4 ( One Cement, two M.sand and four aggregates) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc.., complete complying with standard specification and as directed by the departmental officers.
For Foundation & Basement
Reinforced Cement Concrete 1:1-1/2:3 (One Cement, One and a half M. sand and Three stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc.., complete complying with standard specification and as directed by the departmental officers
For Foundation & Basement
For Super Structure in Ground Floor
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand (M.sand) and four hard broken stone jelly) using 20mm jelly for flooring and wearing coat including laying, compacting, finishing and curing including using power trowel for maintaining uniform level in the Godown flooring etc., complete as per standard specificatins and as directed by the departmental officers.
Providing expansion joint at 5mtr intervels across the platform by cutting 6mm wide and full depth of concrete by contractos own mechanical means and filling the gap with polysulphide sealent and adding admixtures recron 3s for crackfree construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental charges etc.., complete and as directed by executive engineer.
Brick Work in C.M 1:5 (one cement, Five M.sand) mix using II class chamber burnt Ground Moulded bricks of size 9" x 4 3/8" x2 3/4" / Fly Ash bricks of size 230 x 110 x 70mm including scaffolding, curing etc., complete complete complying with standard Specification.
For Foundation and Basement
For Super Structure in Ground Floor
Supplying assembling and Errection of Cantilever Trusses with Purlin for Rain Shelter arrangements for opening place of Rolling Shutters in Godown. The Cantilever Trusses making with Mild Steel Hollow Tube Section of Size 50x50x2.50mm for bottom and Rafter members and cross members tie up with 25x25x2.50mm size of MS Square tube sections also the Two trusses tie up with 4 Nos of Purlins to a Length of 5.10m and size of 100x50x2.50mm Rectangular Section, the Purlins to be filled with required MS Cleat Angle, the roof shelter to be covered with colour Galvalume sheet of 0.47mm thick with required curved at the end of sheet and the rate inclusive of Cost of Materials like MS Square / Rectangular hallow tubes and colour Galvalume Roofing Sheet and required self threaded screws with bushes also including necessary masonry work to be errected the cantilever trusses the trusses and Purlins to be painted with two coats of synthetic enamel paint over one coat of Red Oxide Primer etc. complete complying with Standard Specification. ( The trusses and Roofing sheets should be got approved from the depatmental Engineers before use on Work.)
Damp proof course with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality 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.
Supplying and fixing MS Grills for open courtyard, grill 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 marking holes and redoing the same to original condition as directed by the departmental officers inclusive of cost of providing one coat of best quality red oxide primer complete complying with standard specification.
Plastering with Cement Mortar 1:5 (One cement and Five P.sand), 12mm thick in all floors including 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 hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers.
Supplying and fixing in position 100 x 50 x 7.5 mm @ 9.4 kg. channel for the face of RAT GUARD EDGING slab with MS bolts 16mm dia 45 cm long at 2m centres forming protection to the loading platform finishing in fllush with the slab.
Supply, fabrication and delivery of MS doors with outer frame in MS angle of size 40mm x 40mm x 6mm with MS flat of size 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over one coat of red oxide primer including cost of materials, fabrications charges, transportation charges, labour charges for fixing etc.., complete complying with standard specification. (Fully panelled Double leaf - Door size 1.00m x 2.10m)
Solid PVC door shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, Lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter. (Solid panel PVC door with frame)
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 Engineer-incharge before use on work
Supply, fabrication and delivery of MS windows with outer frame in MS angle of size 40mm x 40mm x 6mm with MS flat of size 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over one coat of red oxide primer including cost of materials, fabrications charges, transportation charges, labour charges for fixing etc.., complete complying with standard specification. (Fully panelled Double leaf - Window size 0.90m x 1.20m)
Replacing the existing damaged GI weldmesh with new of size 7.50 x 2.50cm of 10 gauge for Fixed Swing Ventilator to avoid the entry of Brids, the weld mesh should be fixed withTeak wood reepers of size 50mm x 25mm for required length alround the FSV and the Rate is inclusive cost of materials and all labour charges for removing the Existing warnout wiremeshes etc., complete Complying with Standard 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 Engineer-incharge before use on work
Supplying and dellivery, fabrication and fixing Mild Steel Fixed Ventilators in one frame in position of size 0.45M x 0.60M with 40x40x6mm angle frame (glazed) and at the centre portion of the ventilator with 2 nos of 16mm dia MS square bars and fixed with wiremesh with necessary weldings on the outer face etc., The frames to be provided with two numbers hold fast 230mm long and painting the ventilator with two coats synthetic enamel paint over one coat of red oxide primer confirming to standard specification and as directed by the departmental officers etc., complete.
Repairs and Servicing the existing damaged wooden / iron ventilators, etc.., including cost of replacing worn out materials labour charges etc., complete complying with standard specification.
Replacing the existing damaged GI weldmesh with new of size 7.50 x 2.50cm of 10 gauge for Fixed Swing Ventilator to avoid the entry of Brids, the weld mesh should be fixed withTeak wood reepers of size 50mm x 25mm for required length alround the FSV and the Rate is inclusive cost of materials and all labour charges for removing the existing warnout wiremeshes etc., complete Complying with Standard Specification.
Repairs and servicing the manually operated Rolling shutter of size 1.80 x 2.44m and replacing the existing worn out spares like M.S tension spring, small lathe, empty pully and double ball bearing, locking arrangements and also servising the gear box and shutter for smootheing function and pull operation etc., including cost of replacing materials labour charges etc complete complying with standard specification.
Supplying and fixing colour coated galvalume profile sheets (Make- TATA/JSW) with the depth of 30 mm and pitch of corrugation 200 mm (Colour and shape of profile as approved by the Engineer-in-charge), 0.47 mm (TCT) total coated thickness (tolerance as per relevant IS code), material yield strength 550 MPa, galvalume AZ-150 GSM (both side inclusive) with regular modified polyester paint and coating of 20-25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as shown in drawing or as desired by Engineer in charge and shall be fixed using stainless steel Hex cap headed self drilling/ tapping stainless steel screws M6, 65 mm long with 3 mm thick EPDM seal and Stainless steel stitching screw of size 19X2.5 mm excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. All screw should be sealed with silicon sealant. (The contractor should take over the AC sheets on buy back policy).
Supplying and fixing corrugated Poly Carbonate Sheet of size 3.00m x1.06m of 6mm thick on the roof in-between the colour coated Galvolume sheets for proper lighting with necessary screws and EPDM rubber washers etc.., complete complying with standard specification and as directed and specified by the departmental officers including cost of loading, unloading and transportation charges etc., complete complying with standard specification.
Supplying and fixing 6mm thick asbestos cement sheets fully corrugated including cost of sheets, U or J bolts, bitumen washers and labour charges etc.., complete as directed by the departmental officers. The old sheets should be taken over by the contractor on buy back policy.
Supplying, assembling fabricating and errecting the build up purlin for Extension of Eaves on Gable wall side of godown using with 100x50x3mm MS Rectangular Channel and 100x50mm MS rectangular channel for closing the end of Purlin etc.Complete Complying with Standard Specification.
Providing two legged scaffolding using 13-15cm dia casuarinas post of 4m over all length (3m length + 0.5m projection + 0.5m into the ground) the distance between two rows being 1.5m and the spacing of the post being 2.0m in both rows with two horizontal posts with 0.5m.overlap on either side and braces at 2.0m center to center including longitudinal and transverse middle braces to step and providing platform with country wood planks of 40mm thick and 1m width etc., complete complying with standard specification.
Upto 8.00m height
above 8.00m height upto 10.50m height.
Paving the floor with fine polished cuddapah stone slab of 38 / 40mm thick laid over Cement Mortar 1:3 (One Cement and Three M. Sand) 20mm thick over the existing bed of Cement Concrete 1:5:10, (One Cement, Five M. sand and Ten aggregate) and pointing the joints to full depth of slabs with same mortar mixed with black oxide and the top surface rendered smooth, curing, etc., The cuddapah stone slabs and other materials to be used shall be got approved by the Engineer-incharge concerned before use on work, etc., complete complying with standard specification.
Finishing the top of roof with one course of solar reflective ceramic tiles of (cooling tiles) size 305mm x 305mm x 7mm of approved quality set in Cement Mortar 1:3 (One Cement and Three M.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 Cup board shutters with frame using termite / water proof plywood of 19mm thick over which laminated sheet of 0.8mm thick fixed inside the shutter and 1 mm thick fixed on the outside of the shutter using fevicol along with necessary furniture fittings such as hydraulic hinges, tower bolt, handles, multi purpose locks etc.., as directed by the departmental officers. (The design, pattern, water proof plywood, laminate sheet and other materials should be got approved from the Engineer-incharge before use on works)
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, stainless steel 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 removing the existing wornout 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.
110 mm dia PVC pipe
160 mm dia PVC pipe
Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by the Engineer-incharge before use on works)
Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Plastering Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by the Engineer-incharge before use on works)
Dadooing walls with ceramic tiles of size 300 x 450 x 8mm best approved quality white / colour tiles set in Cement Mortar 1:2 (One Cement and Two plastering sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.
Preparation of stack plan by using two coats of emamel paint having width of 100mm including cleaning the surface, marking with templates, the rate is inclusive of all labour charges and all materials cost and all other incidental charges etc.., as per standard specification.
Painting two coats of 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.
Painting old wood work with two coats of best synthetic enamel paint of approved quality, colour including thorough scrapping and preparation of surfaces (the colour and quality should be got approved by the Engineer-incharge before use) the rate includes cost of brushes, scaffolding charges, finishing neatly etc., complete complying with standard specification and as directed by the Departmental Officer.
Painting old iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour with synthetic enamel paint over the existing red oxide priming coat after thorough scrapping in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Engineer-incharge before use on works.)
Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) 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 PVC pipes shall be got approved by Engineer-incharge before use on works.
PVC pipe 20mm dia.
PVC pipe 25mm dia.
PVC pipe 32mm dia.
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 Engineer-incharge before use on works).
PVC 20mm dia Elbow.
PVC 25mm dia. Elbow.
PVC 32mm dia. Elbow.
PVC 20mm dia Tee
PVC 25mm dia. Tee
PVC 32mm dia. Tee
PVC 20mm x 15mm dia Reducer.
PVC 25mm x 20mm dia Reducer.
PVC 32mm x 25mm dia Reducer.
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 Engineer-incharge 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
75 mm dia PVC pipe.
110 mm dia 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 Engineer-incharge before use on works).
PVC 75 mm dia Elbow
PVC 75 mm dia Tee
PVC 110mm dia Elbow.
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 Engineer-incharge before use on work.
25 mm dia Gate Value.
32 mm dia Gate Value.
Supplying and fixing in position 15mm dia brass CP Pillar 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 Engineer-incharge before use on the works)
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 sand cushion 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 Engineer-incharge before use on works).
Supplying and fixing in position white glazed European Water Closet 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 cover with CP brass hinges including cost of white cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 12.5 litres capacity porcelin low level flushing tank with a pair of PVC 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 with all accessories should be got approved by the Engineer-incharge 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 Engineer-incharge before use on works.)
Supply and fixing of White Marble Slab for urinal partition of size 600mm 1200mm of 18mm to 20mm thick in all floors over a base layer of CM 1:3, 20mm thick. The marble slab shall be laid over the cement mortar by applying white cement slurry in between base mortar and marble slab and pointed with white cement neatly including polishing with polishing stone and oxalic acid etc. so as to perfectly smooth and glossy including hire charges for polishing machine and power consumption charges, nosing the edges properly etc. The marble slabs and other materials to be used shall be got approved by the Engineer-incharge concerned before use on work, etc., complete complying with standard specifications.
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 of 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 Engineer-incharge before use on works).
Supplying and fixing position CI Nahani Trap / Floor Trap of 100x75mm size with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sand and five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three P.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 Engineer-incharge before use on works)
Supplying and fixing in position stoneware gully trap of size 150 x 100mm "P" or "S" trap 'A' grade with CI double gratings of size 150 x 150mm and 230 x 230mm at bottom and top respectively with necessary earth work excavation laid over a bed of brick jelly cement concrete 1:3:6 (One cement, Three crushed stone sandand Six broken brick jelly) 150mm thick using 40mm size broken brick jelly including necessary brick work and plastering including dismantling masonry wherever necessary and re-doing the damaged portions to the original conditions using cement concrete 1:3:6 using 20mm stone jelly for fixing the gully trap and giving connections to stoneware sewer line etc., complete complying with standard specifications. [Earth work excavation, brick work, plastering shall be measured and paid separately]. The stoneware gully trap should be got approved by the Engineer-incharge before use on works.
Construction of INSPECTION CHAMBER of size 600mm x 600mm inner including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five M.sand] using best quality of second class Ground Moulded Chamber burnt Bricks of size 9" x 43/8" x 23/4" with 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 with standard specification and as directed by the departmental officers.
Supply and fixing of 1000 litres capacity water Tank made up of PVC. Make: SINTEX / EQUIVALENT including conveying and fixing in position with all accessories etc.., complete and as directed by the departmental officers during execution of work.
Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers
Supplying and fixing 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, laying and jointing glazed stone ware pipes of 100mm dia of approved quality with spigot and socket ends and fixing them in dry condition using spun yarn and cement including petty masonry shoring and strutting wherever found necessary and laying the pipe line in the alignment at the specified gradient and testing with necessary tools and plants, etc., and re-filling the trench with excavated earth and levelling the ground etc., complete complying with standard specifications. (Earth work excavation, re-filling with excavated earth will be measured and paid separately).
Supplying and filling 20mm guauge HBGS stone jelly for dispersion trench including loading conveying and unloading and as directed by the departmental officers etc. complete complying with standard specification.
Supplying and filling 40mm guauge HBGS stone jelly for dispersion trench including loading conveying and unloading and as directed by the departmental officers etc. complete complying with standard specification.
Wiring with 2 x 1.5sq.mm. PVC insulated single core unsheathed FRLS copper conductor cable of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories and with TW switch box and 5AFT switch with painting of suitable colour with continuous earth wire connection of 1.5 sq.mm copper wire for open PVC light point / fan point (for electronic regulator)
Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC Rigid pipe on wall and ceiling and switch drop portion PVC rigid pipe concealed in wall with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with painting of Suitable colour with continuous earth wire connection of 1.5 sq.mm copper wire for Open PVC conduit Plug point ( 8 points / Coil) Lower End
Supply and fixing of WT bulk head fitting with guard suitable with 7W / 9W LED bulb
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 4' 40W single industrial type fluorescent fitting complete with copper choke and condensor with conduit pipe suspension from the ceiling with PVC unsheathed FRLS copper leads from the terminals to the fitting with fluorescent Tube.
Supply and fixing of single box type 4' 25W LED fitting complete with TW round blocks on wall or ceiling with 18W LED tube light with double side connection (Havells / equivalent) with PVC unsheathed Copper leads from terminals to the fitting.
Supply and fixing of 1200mm (48") sweep AC ceiling fan complete with stepped electronic 300W regulator with 1metre down rod with fan clamp with side plates and cross arm of size 450mm (18")
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 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 Run of 2 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.
Sub total
GST in 18%
SRI NAACHIMAAR ENGINEERING CONSTRUCTIONS (BID ID -1485890)
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