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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.9 LAccepted-AOC | ₹94.9 L Quoted ₹1.0 Cr | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹1.0 Cr+₹2.1 L (2.06%)Rejected-Finance | ₹1.0 Cr+₹2.1 L (2.06%) | L2 | Rejected-Finance L2 rejected |
Tender Value
₹94.9 L
EMD Value
₹57,440
Closing Date
17 Dec 2024, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle Chepauk Chennai 5
Providing Additional Dormitory Arrangements in fourth floor of the existing Nursing Student Hostel in Government Stanley Medical College Campus, Chennai-01.
2024_PWD_510785_1
TNPWD/31-1 BCM/2024-25
Open Tender
Civil Works
Lump-sum
Chennai
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹57,440
22 Apr 2025
14 Dec 2024
17 Dec 2024
14 Dec 2024
17 Dec 2024
14 Dec 2024
Amount
Providing two legged scaffolding using 48.30 mm diameter heavy duty M.S. Pipe over all height 3.00 m the distance between two legs being 1.25 m and the spacing of the post being 2.00 m in each rows and providing platform with country wood planks using 40 mm thick silver oak and 1.00 m wide in complete from with horizontal bracing @ 1.50 m c/c vertical direction and with cross bracing using same 48.30 mm diameter including cutting, threading assembly with one coat red oxide primer. Labour charges, cost of special such on large plate, shoe, catcher, coupling, bolt and nut, transport charges and handling charges. The bottom of vertical post shall rest on 300 x 300 x 70mm, PCC M-15 base concrete (20 mm HBGSJ) as per the standard specification. The cross bracing to be assembled as per standard distance.
Initial Height 3 m
Every Additional Height 2.50 m
Dismantling, removing and carefully stacking pressed tiles with weathering course etc, complete as directed by the departmental officers.
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of RCC by manual / by using deploying machineries etc., complete and as directed by the departmental officers in all floors.
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of Plain cement concrete etc., complete and as directed by the departmental officers.
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of brick / stone masonry in cement mortar under 3m etc., complete and as directed by the departmental officers.
Earth work excavation for foundation in all soils and sub - soils and to full depth as may be directed expect in rock requiring blasting inclusive of shorting strutting, balling out water wherever necessary and depositing the excavated earth with a lead of 10m within the compound in places shown by the departmental officers and clearing and leveling the site, etc., complete complying with standard specification. (single rate)
Supplying and filling in foundation and basement with crushed stone sand (commercially called M-sand) in layers of not more than 15 cm thick well rammed, watered, consolidated etc., complete complying with standard specification and as directed by the departmental officers.
Laying the Plain Cement Concrete M-5 Grade using 40 mm gauge hard broken granite stone jelly for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated etc.,complete complying with std. specification and as directed by the deptl.officers.
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, 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)
Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456 2000,using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).
For fourth floor
Chemical Anchoring using Hilti HIT-V (5.8) Anchor bolt M24X400 and min 300mm long into the concreting elements by using HILTI RE-10 Chemicals as per manufacturers specifications and as directed by Engineer - in – Charge at site. Rate is inclusive of Hilti Anchor bolt & Drilling the holes and cleaning etc.
Brick work in Cement Mortar 1:6 (One cement and six sand) using Fly Ash Bricks of 230 x 110x75mm size conforming to IS:12894-1989 Class designation not less 50 kg./ sq.cm. average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for superstructure including curing,etc.,complete complying with standard specifiction.
For Ground floor upto 4.50 m height (+)
Brick partition walls of 11cm thickness using Fly Ash Bricks of 230 x 110 x 75mm size in cement mortar 1:3 (one cement and three sand) including charges for fixing Hoop iron reinforcement if found necessary including curing etc., complete and as directed by the departmental officers. (The cost of hoop iron reinforcement shall be paid separately)
For Ground Floor
Plastering the walls with Cement Mortar 1:5 12mm thick using the P-sand including curing and finishing neatly complying with standard specification and as directed by the departmental officers etc. complete.
Paving the floor with best approved quality double charged vitrified tiles of size 600 x 600 x 8 mm thick over a base layer of cement mortar 1:3 (One cement & three m-sand) 20mm thick and laid straight alignment and fixing in position etc., complete complying with standard specification and as directed by the departmental officers. The colour & quality of tiles should be got approved by the executive engineer before use on work.
Renewing and fixing new one of M.S grill using square or round bars, flat, etc., for outer frame and internal members for providing doors, window, ventilators, gates etc., as per design appd. and directed by the deptl. officers including dismantling the masonry and finishing to the original condition labour for fabrication fixing with new wassart clamps and finishing with new one of primer of approved colour and quality etc., complete.
Renewing and Refabricating the structural steel work to the required profiles as per the attached GA drawings including fabricating the rafters / top chords to the required dimensions to meet the actual site requirements and joining with riveted/ bolted or welded connections in built up sections in trusses, framed work, Rigid Portal frames, columns, beams , girders, bracing etc with hot rolled steel sections and MS plates conforming to IS standards all complete as per approved structural drawings and as per the directions of the Engineer-in- charge. Rate is inclusive of complete Tranportation,fabrication, erection, painting with one coat primer & two coats of enamel paint with all lead & lift using 100 MT lifting crane etc complete.
Providing and Fixing of polyurethane foam as External Wall Thermal insulation panels or Sandwich insulated panels with external 0.50mm total coated thickness pre painted galvalume sheet with micro ribbed profile, whereas internal 0.50mm total coated thickness pre painted galvanized iron sheet with micro ribbed profile and the insulation material will be chlorofluoro carbon and hydro chlorofluoro carbon free, high performance rigid polyurethane foam (PUF) conforming to IS 12436 having density not less than 40±2Kg/M3, Thermal conductivity (K-Value) 0.024 W/m.K measured at 10 degree C mean temperature along with necessary flashings such as L flashing, C flashing etc& accessories such as screws ,fastners ,sealants etc for fixing the panel etc., complete complying with standard specification.
50mm thick PUF external wall panel
Providing and Fixing of polyurethane foam for Sloped roofas thermal insulation panels or Sandwich insulated panels with external 0.50mm total coated thickness pre painted Galvalume sheet with trapezoidal roofing profile having crest height of 38mm at every 333mm span , whereas internal 0.50mm total coated thickness pre painted galvanized iron sheet with micro ribbed profile and the insulation material will be chlorofluoro carbon and hydro chlorofluoro carbon free , high performance rigid polyurethane foam (PUF) conforming to IS 12436 having density not less than 40±2Kg/M3, Thermal conductivity (K Value) 0.024 W/m.K measured at 10 degree C mean temperature along with necessary flashings such as L flashing, C flashing etc& accessories such as screws, fastners ,sealants etc for fixing the panel etc., complete complying with standard specification.
50mm (+38mm) thick PUF roof panel
Supplying, fabricating and fixing in position of Galvalume Colour Sheet with the following specification. The material should be PPGI tiles profile with any colour of 0.47 mm thick having width of 1050 mm. The sheet should be GI base pre-painted hot dipped GI sheet and to be fixed with self tapping screws and plastic washer. The washer and screws to be fixed by using minute power machine drilled with out damaging the sheets paint coating to be regular modified polyester coat with zinc of AZ 120 GSM paint thickness. The finish should be terracotta finish (optional matt finish). The sheet to be fixed with making suitable, cutting the sheet to the required size and making ornamental designs as per the site condition and as directed by the departmental officer.
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.
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.
Providing and fixing of Aluminium Composite Panel (ACP) 4 sided having 50 x 25 x 1.50mm frame work vertical and horizontals out of specially designed extruded sections withstand wind pressure of 180 Kg/sq.m and fabricated fixed at all level elevation and heights. The extruded section cutting and fixing required space extruded section shall be of 6063 and alloy of BSH 9 confirming T is – 63400 rate shall included to fix the main frame with necessary clamps, fasteners, bolt nuts etc. The main frame of extruded section shall be of 22843 & 22739 (H9) grade conforming to BS 4174 (or) IS 8147. Rate shall included 4mm thick ACP sheet (0.25 + 3.5 + 0.25) alstrong or equivalent fixing with spacer tape and the ACP sheet bounded with special type structural sealant of dow corning 789 or equivalent in dust free conditions the gaps between ACP sheet to be filed with whether sealant and backer rod or 12mm foam sheet to ensure water and air tightness in all complete complying with standard specification as directed by the departmental officer.
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
Renewing the broken glass panes of 4 mm thick with new plain glass panes of 4 mm thick including fixing in position with teak wood beading alround the glass panes with nail etc., complete complying with std. specification and as directed by the departmental officers etc., complete
Renewing and fixing in position best quality UPVC pipes of various size having ISI mark and providing leak proof joints including fixing to the wall with special clamps, etc., and making connection to all fittings, dismantling masonry / RCC works wherever necessary and making good the dismantled portion to the original condition, complying with standard specification etc., complete.
20 mm dia UPVC pipe
25 mm dia UPVC pipe
20 mm dia UPVC pipe
25 mm dia UPVC pipe
Supplying and fixing in position of UPVC specials of the following dia and types of approved quality conforming to BIS and providing leak proof joints including fixing to the walls and dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The UPVC specials should be got approved by the Executive Engineer before use on works).
25 mm dia UPVC elbow
40 mm dia UPVC elbow
40 mm dia UPVC tee
25 mm dia UPVC tee
40 mm dia UPVC coupler
25 mm dia UPVC coupler
25 mm x 20 mm dia UPVC reducer
Renewing the damaged AC rainwater pipe line with new PVC rain water down fall pipes of 110 mm dia size 4 kg/cm2 with necessary shoes, specials, clamps, bends, cowl, screws, nails, teakwood plug, etc., complete complying with standard specification and as directed by the departmental officers.
Renewing and fixing in position best quality PVC Soil/waste pipes of various size having ISImark and providing leak proof joints including fixing to the wall with special PVC/MS clamps,etc., and making connection to all sanitary fitting,dismantling masonry / RCC works wherever necessary and making good the dismantled portion to the original condition,complying with standard specification etc., complete.
110 mm dia PVC pipe
160 mm dia PVC pipe
Supplying and fixing in position of PVC specials of the following dia and types of approved quality conforming 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).
40 mm dia PVC elbow
40 mm dia PVC tee
40 mm dia PVC coupler
160mm x 110mm dia PVC reducer
Renewing and fixing new one of 15 mm dia SS Heavy Duty Long Body Tap (heavy type) of appd. make conforming to IS specification and quality including cost of shellac, thread, cutting and threading wherever necessary etc., complete complying with standard specification and as directed by the departmental officers. (Tap should be got approved by the Executive Engineer before use on work)
Renewing and fixing new one of Indian water closet Oriya type of size 580x440mm, white glazed earthenware of approved quality with 'P' or 'S' trap conforming to IS:2556-part -XII with m-sand cushion and forming flooring alround the closet using 40 mm broken brick jelly in lime concrete 1:2:5 (one lime, two m-sand and five brick jelly) 100 mm thick and finishing the top to required slope and including giving necessary connection to cast iron soil pipes by dismantling brick masonry, RCC/ floor slab and making good the dismantled portion to original condition without leakages wherever necessary with all floor etc.,complete complying with std.specification as directed by the departmental officers. (The water closet should be got appd. by the Exe. Engineer before use on work)
Renewing and fixing new one of SFRC manhole cover slab (Heavy Duty) with brackets of size 600 mm x 600 mm of best approved quality including cost of all materials, labour charges for fixing the manhole cover slab in required position, etc., complete complying with standard specification and as directed by the departmental officers.
Repainting the old walls with two coats of first quality Plastic Emulsion Paint of approved colour including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by the departmental officers. The colour and quality should be got approved by the E.E before use.
Repainting the walls with two coats of first class quality Exterior Emulsion Paint of approved colour including ordinary scrapping clean removed of dirt. The rate includes cost of brushes sand paper plaster of paris, putty wherever required & neat finished etc., complete complying with standard specification & as directed by departmental officers. (the colour & quality should be got appd by the Executive Engineer before use)
Repainting the old wood work / plastered surface with two coats of synthetic enamel paint of appd. quality colour and brand to be appd. by Executive Engineer before use on work, including ordinary scrapping and preparation of surface including cost of brushes, high scaffolding charges neat finishing complying with standard specification and as directed by the departmental officers.
Repainting the old iron works with two coats of synthetic enamel paint of approved quality, colour including ordinary scrapping using brushes and neat finishing etc., complete complying with standard specification and as directed by the departmental officers. (the colour and quality should be got appd. by Executive Engineer before use on works)
Painting the new iron works two coats with synthetic enamel paint of approved quality and colour including through scrapping using brushes and neat finishing etc., complete complying with std. specification and as directed by the departmental officers. (to be approved by Exe. Engr before use)
Collecting the scattered debris from the campus and conveying away the same to outside by lorry to a lead of 3 km (entirely within city limit) including loading un-loading charges and dumping in low places and levelling neatly etc.,complete.
GST at 18%
A & A BUILDERS AND PROMOTERS (BID ID -1212067)
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