Tender For Construction Of Sewage Treatment Plant (Stp) At 3 Mld In Jayankondam Municipality.
Tender Value
9.95 Crore
Estimated cost
Bid Submission
19 Jul 2024
0 days left
EMD
9.95 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jayankondam → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender For Construction Of Sewage Treatment Plant (Stp) At 3 Mld In Jayankondam Municipality.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 15-Jun-2024 | BID DOCUMENT CHANGE | Technical Bid | 28-Jun-2024 |
| 2 | 28-Jun-2024 | DATE EXTENDED | Date | 05-Jul-2024 |
| 3 | 05-Jul-2024 | TENDER DATE EXTENDED | Date | 12-Jul-2024 |
| 4 | 12-Jul-2024 | STP TENDER DATE EXTENDED | Date | 19-Jul-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, hales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B. |
| 2 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 3 | 0-2M first depth |
| 4 | 2-4M first depth |
| 5 | Removal of excess excavated earth from the site and dumping away from the location. |
| 6 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officersin layers well rammed, watered and consolidated etc. complete complying with standard specification |
| 7 | Supplying and filling in Foundation with Sand Gravel Mix in the ratio of 1:1 with 0.685 Cum of sand and 0.667 Cum of Gravel in layers of not more than 15cm thick well rammed, watered and consolidated by using mechanical earth rammer etc. complete complying to standard specifications |
| 8 | Supply delivery filter media of natural pebbiles & Solimentary toe well. in shape in The and allow Support int media Scruunid filter led quentia Ghanical Cien with good flow Should be double casted klin dried and classified Various soms as directed by Board officers - Horizontal Planted Gravel Filter- TWAD - NO 388 |
| 9 | 5-20mm |
| 10 | 100-120mm (20mm-70mm) |
| 11 | Plain Cement Concrete 1:4:8 (one part of SRC (Sulphate Resistant) cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification |
| 12 | Plain Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed by using mechanical earth rammer, consolidated and curing etc. complete complying with standard specification and as directed by engineer in charge |
| 13 | 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 complete For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 14 | Upto 90 cm |
| 15 | Upto 180 cm |
| 16 | Vertical surface wall upto 0-3m |
| 17 | Vertical surface wall upto 3-4m |
| 18 | Slab and Beam |
| 19 | Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using SRC (Sulphate Resistant) cement , 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but 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 without claiming extra cost 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 requiremnents of IS standards. |
| 20 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 21 | Supplying and firing of Autoclaved Cellular Aerated convethe Blocks Blocks of following size Confirming to s.s3 2145-1965 (including jam CC blocks closers etc) made in (1:3:6 (one part of cement and five Sand) for masonary wall partition including curing heat finishing etc |
| 22 | Flooring with following plain ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three 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 Executive Engineer before use on works) |
| 23 | Plastering in Cement Mortar 1:5Mix (one part of cement and Fourpart of sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. |
| 24 | Providing and fixinguPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) |
| 25 | 150 mm dia Upvc pipe-M-1082 |
| 26 | 110 mm dia Upvc pipe-M1081 |
| 27 | 110mm Upvc perforated pipes |
| 28 | 50 mm Upvc pipe-M-1078 |
| 29 | Providing & Sappling of plants for the HGPF including supply, sappling maintenance of the same all complete |
| 30 | Providing & laying with Cuddapah slabs of 40mm thick for closing the channel as cover without cement mortar including leading lifting conveyance to the site complying with standard specification all complete. |
| 31 | Supply and Installation of Danline ropes 20 to 30mm Grit Chamber including cost and conveyance of sand at site and all labour charges and allother incidental charges etc. |
| 32 | Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear resistance with submersible motor for the various duty conditions. Pump shall be capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pump shall be of robust construction, Liquid passages shall be finished smoothand designed as to allow free passage to solids. Pump Impeller should be of Non-clog semi open type , single vane / multi van e pref erably contra bloc or vortex impeller design. Double mechanical seal with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor shall be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. The bearings life shall be minimum 100,000 hrs of operation with greased for life. Pump should be provided with automatic coupling device including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance. Pump shall be provided with a stainless steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be of 9600 rpm for high duty pumps and 960/1450 rpm for low duty pumpsets. Casing and impeller should be of CI Gr. FG 260:IS210 more preferably with hardened impeller.Shaft should be of stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operated with 3ph, 415 V(+or– 10%), 50Hz(+or-5 %) dry induction type. Motor shall be capable of giving rated output without reduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balanced as per standards. The starting current of the motor shall not exceed 200% of rated full load current for Star / Delta or ATS starting under any circumstances .The motor shall be suitable for full voltage star delta / ATS starting. The locked rotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall bedesigned to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation. The motor vibration shall be within the limit specified in applicable standards . Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shall be provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit. Insulation class shall be of “Class H” and degree of protection shall be of IP 68 as per IS 4691. Motor shall be suitable for continuous operation in fully submerged or partially submerged condition.The pumpset shall be supplied with power cable of PVC insulated and PVC sheathed, copper, flexible, round type with required conductor size and number of cores as per starting method and of specified length for continuous use under water and air. The control cable of PVC insulated, PVC sheathed, flexible for stator winding temperature sensor 3core x 1.5 sq.mm copper conductor and for bimetallic switches 2core x 1.5 sqmm copper conductor shall be provided. Motor shall be supplied with 10m of round submersible copper cable of suitable size. The non clog submersible pumpset shall be provided with suitable starter control panel having all protections as mentioned above. (upto 5 HP - DOL Starter, above 5 HP to 25 HP -Star Delta Panel and beyond 25 HP shall be ATS) 20m head discharge 150m3/hourTWARD P.NO 134 & S.NO 15 |
| 33 | Discharge 100 to 200 M3/hour - head 10-15mtr |
| 34 | Discharge 20 to 100 M3/hour - head 10-15mtr |
| 35 | Discharge 200 to 300 M3/hour - head 10-15mtr |
| 36 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality with necessary welding and painting with one coat of zinc chromite primer and two coats of epoxy painting complete.(As per instruction of site engineer)as per standard specification etc., complete compying with standard specifications (600X600) |
| 37 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 30cm x 30cm of best approved quality with necessary welding and painting with one coat of zinc chromite primer and two coats of epoxy painting complete.(As per instruction of site engineer)as per standard specification etc., complete compying with standard specifications (300X300)-Anaerobic Filter - 300mm x 300mm |
| 38 | Providing and fixing Stainless steel grill work for screening of wastewater as per drawing including fixtures, necessary welding and finishing weld grill with vertical sloping 5 mm thick bar placed at a distance of 1.5 cms and dimensions of 700 mm x 600 mm - Stainless steel work |
| 39 | Providing & laying with Cinder for filter unit inside the tank including leading lifting conveyance to the site complying with standard specification all complete.-Anaerobic Filter |
| 40 | Earthwork excavation for pipeline work other than loose soil loosewith bed width less than 1.25m and depth not more than 2.0 m, the quantities may be worked out seperately- Pg No 312- TWAD SOR 2023-2024 |
| 41 | 160mm HDPE pipe |
| 42 | 200mm HDPE pipe |
| 43 | Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers Pg.No 307- TWAD SOR 2023-2024 -315mm HDPE pipe - |
| 44 | Refilling with excavated earth for pipeline other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officersin layers well rammed, watered and consolidated etc. complete complying with standard specification - Pg.No 312- TWAD SOR 2023-2024 |
| 45 | 160mm HDPE pipe |
| 46 | 200mm HDPE pipe |
| 47 | Supplyand delivery of HDPE pipes (Sewage Pipes)of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 10 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.)Pg.No 30- TWAD SOR 2023-2024 |
| 48 | 160mm HDPE pipe |
| 49 | 200mm HDPE pipe |
| 50 | 315mm HDPE pipe |
| 51 | LoweringHDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the department engineers (TWAD SOR 23-24 Pg.no . 284) |
| 52 | 160mm HDPE pipe |
| 53 | 200mm HDPE pipe |
| 54 | 315mm HDPE pipe |
| 55 | JointingHDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Engineers. (TWAD SOR 23-24 Pg.no . 294) |
| 56 | 160mm HDPE pipe |
| 57 | 200mm HDPE pipe |
| 58 | 315mm HDPE pipe |
| 59 | Testing of HDPE pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes.(TWAD SOR 23-24 Pg.no . 286) |
| 60 | 160mm and 200mm HDPE pipe |
| 61 | 315mm HDPE pipe |
| 62 | Supply delivery and filling of Stone Dust in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyance of sand at site and all labour charges and allother incidental charges etc. complete as per standard specification -Office room |
| 63 | Plain Cement Concrete 1:2:4 Mix (one part cement, Two part M.sand and Four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.- Road |
| 64 | Supplying and erecting centering for sides and soffits including supports and struttingupto 3.00m heightfor plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete.(without shuutering)- Road |
| 65 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size9 ” x 4 3/8 “x 2 3/4 ”from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.(For 10 M3) |
| 66 | Supplying and fixing M.S.grill to doors, special windows and ventilators etc as directed by the departmental officers inclusive of cost of MS grill including one of cost red oxide and fixing in position etc., complete (as per the schedule of rate) SL.NO.182 Q3 |
| 67 | Plastering with cement mortar 1:3,10 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306) |
| 68 | Weathering course concrete with broken brick jelly of 20 mm gauge in pure slacked lime ( no sand to be added) over roof slab the proportion of brick jelly to lime being 32:12.5 by volume and laid over In a single layer and consolidated require designed and finished thickness by beating the concrete with wooden beaters of approved pattern , keeping the surface constantly with springing lime jiggery water asper standard specification and as directed by the departmental officers Complete as per standard specification. |
| 69 | Finishing the top of roof with one course of machine pressed tiles 23 C.m x 23 C.m x 2 C.m size using cement mortor 1:3 mix mixed with 2% by weight of Crude Oil and pointing with Cement Mortor 1:3 mix Cost of all materials and labour charges and brick jelly concrete etc., complete as per standard specifications. |
| 70 | Dadooing walls withGlazed tiles of sizes 305mm X200mm X 6mm size of approved make and quality and colour l Set in cement mortar 1:2 (one cement ,two sand) over 10 mm base layer plastering and pointing with white cement neatly as directed. |
| 71 | Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specificationsfor 10 sqm |
| 72 | Painting 2 coats with approved cement paint over cement plastered wall surface, ceiling and other new surface and including cleaning, preparing the surface and curing etc., complete. |
| 73 | Conducting Geophysical survey to find out the water table including cost for convey the instrument to the site and other charges |
| 74 | Drilling of 150 mm dia vertical bore in hard rock area of any required depth as directed by the departmental officers including labour charges for inserting casing pipeassembly in the drilled holesexcluding cost of 180 mmPVC casing pipes ofrequired length including transportation charges for rig and supporting vehicle from one place toanother place etc., complete complying with standard specification |
| 75 | Supplying and inserting PVC casing pipe 150mm diametre without slots for inserting in the drilled hole including jointing the pipes, etc., complete as directed by departmental officers- Pg.No.20 - TWAD SOR -2023-24 |
| 76 | Earthwork open excavation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and depositing the excavated earth within the compound in places shown by departmental officers with an initial lead of 10m and lift of 2m and clearing and leveling etc. complete complying with standard specification. |
| 77 | Supply and delivery of clear water vertical wet type submersible pump suitable for 100mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 and as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 %Full Automatic Air break star Delta up to 20Hp and Auto Transformer Starter for above 20Hp Starting and for Continous Operation. |
| 78 | Supplying fixing of 50 mm dia G.I pipe B class cut into 3m lengthand threaded on both sides with an extra coupling as per standard quality including transporting the same to the site directed by the departmental officers etc complete as standard specification.- Borewell- Pg No.41 TWAD SOR 23-24 |
| 79 | Supplying fixing of 40 mm dia G.I pipe B class cut into 3m lengthand threaded on both sides with an extra coupling as per standard quality including transporting the same to the site directed by the departmental officers etc complete as standard specific- Borewell- Pg No.41 TWAD SOR 23-24 - Borewell |
| 80 | Supplying fixing of 20 mm dia G.I pipe B class cut into 3m lengthand threaded on both sides with an extra coupling as per standard quality including transporting the same to the site directed by the departmental officers etc complete as standard specification.Borewell- Pg No.41 TWAD SOR 23-24 -Borewell |
| 81 | Supplyingof 32 mm dia PVC 10 KSc pipe with ISI marked including transporting the same to the site directed by the departmental officers etc complete as standard specifications -Borewell |
| 82 | Supplying and Delivery of Following Pvc Specialswith ISI marked including transporting the same to the site directed by the departmental officers etc complete as standard specifications |
| 83 | 50mm dia Pvc Bend- M -0897 |
| 84 | 50mm dia Pvc MTA |
| 85 | 1 1/4\" x 2\" dia Pvc Reducer |
| 86 | 175mm dia End cap |
| 87 | Supplying and Fixing of following GI specialswith ISI marked including transporting the same to the site directed by the departmental officers etc complete as standard specifications |
| 88 | 50mm dia G.I elbow |
| 89 | 50mm dia G.I Flange set with Bolt & Nut |
| 90 | 20mm dia GI Stop Cock |
| 91 | 38mm dia G.I Elbow |
| 92 | 38mm dia G.I Union |
| 93 | 12mm dia G.I Coupling |
| 94 | 50mm dia G.I Elbow |
| 95 | 50mm dia G.I Hex Nipple |
| 96 | 2\" x 1\" G.I Reducer Tee |
| 97 | 3/4\" x 1/2\" G.I Reducer |
| 98 | 50mm dia G.M Gate valve- Pg.No.46 TWAD SOR |
| 99 | Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable withproper clamps upto the starter to required depth valves erection clamps, pressure gauges uptp the exterior wall of pump room and erection of panel board consisting of TPICN swithces starter, voltmetre, ammetre, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10days. |
| 100 | Supply and fixing of 32 amps Dp Switch of 500 v with metal clad with fuse and neutral etc Complete.as per std Specification - SD 143 |
| 101 | Supply and fixing of TNEB meter board suitable for 32A three phase service connection with 3 nosx32 amps fuse unit (500 V) 32A neutral link and earth ( 1\" x 1/8 \" copper flat) on teak wod plank of size 600 mm x450 x 19mm with supporting Teak wood reeperetc complete - SD 127 |
| 102 | Supply and run of 4 of 4 sqmm (56/0.3) PVC insulated Single core unsheathed Cu.Conductor of 1100 v grade on 7/20 GI bearer wire for service connection main - SD 67 |
| 103 | Supply and run of 4 of 4 sqmm (56/0.3) PVC insulated Single core unsheathed Cu.Conductor of 1100 v grade in 20 mm GI Pipe (Class \" B\") Bend at Both ents with necessary angle iron up right and Supports - SD 72 |
| 104 | Supply and fixing of 32 Amps fuse unit including all cost and Conveyance of materials and labour charges etc complete as per std specification- M-1392 PWD 23-24 |
| 105 | Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “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 liters capacity PVC / 12.5 liters capacity porcelain 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 bras 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 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 Executive Engineer before use on works) Floor Fitting |
| 106 | Suppling and fixing in position15mm.diameter brass / C.P screw down tap / pillar tap / swan neck tap (heavy duty) of approved make conforming to I.S.specifications and quality including cost of shellac, thread etc.complying with standard specifications and including cutting and threading wherever necessary-Data 79-Toilet |
| 107 | Supply and fixing of PVC Solid Doors using 19gauge 19mm MS Sq,tubes for styles and frames, 15mm MS Sq.tubes for to, 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 positionincluding 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 tabate for housing the shutter etc, complete as per standard specification Pg No 48 PWD SOR -23-24 - Toilet |
| 108 | Supplying and fixing in position G.I union and flanges of heavy type of approved quality and good variety, of Various sizes, including necessary cutting and threading of G.I.Pipes for jointing the union and providing two coats of painting with good variety and approved quality of synthetic enamel paint over a coat of primingcoat in case of pipe line above Ground level and coat of tar in case of pipe line below Ground level for both internal and external Water supply arrangements.- 25Mmm dia -D81For Toilet |
| 109 | Wiring with 2 x 1.5 sqmm (22 /0.3 ) PVC insulated single core unsheathed copper conductor cable of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories inflush with wall with 3mm thick hylum sheet cover with TW switch box and 5A F.T. switch with continuous earth wire connection of 14 SWG TC wire for making good of the concealed portion with suitable colour for PVC concealed light point / Fan point (For Electronic regulator). etc, complete as per standard specifications. (SD 23)-Toilet |
| 110 | Wiring with 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVCrigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 150mm x 100mm x 113mm TWswitch box with 3mm thick hylem sheet cover for 5A 3 pin non inter locking wall socket with 5A flush type switch withcontinuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour forconcealed PVC plug point SD 38 |
| 111 | Wiring with 2 x 4sqmm (56 /0.3 ) PVC insulated single core unsheathed copper conductor cable of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories inflush with wall with 150 x 100 x 113 mm TW switch box with 3mm hylum sheet cover for15A 3 pin non inter locking CS plug with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour for concealed PVC power plug point. etc, complete as per standard specifications. SD 40 |
| 112 | Supply and fixing of TNEB Board suitable for 3 Phases 63A service connection made up of suitable angle iron frame work of size 2 feet x 1 1/2 feet using angle iron of size 1 1/2\" x 1 1/2\" x 1/4\" rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos 63A fuse units(500V) 1 No. Neutral link, copper earth flat of size 1\" x 1/4\" with inter connection of EB meter to fuse units by 7/16 PVC insulated copper wire with earth connection complete.SD 129 |
| 113 | Supply and fixing of 32 A TPN MC switch on incoming and 3 Nos 32 A DPMC Switch (Front Handle) as outgoing with suitable adoptor box with suitable MS cable entry box trunking boxes and internal connections on internal connections on suitable AI frame work with earth connection etc,complete.SD 172 |
| 114 | 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\")- SD 106 |
| 115 | Supply and fixing of 20Watts LED Light with IS mark With All Accessories Including Cost and labour Charges etc.,. |
| 116 | Supply and run of 2 of 4 sq.mm. (56 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V on 7 / 20 GI bearer wire for service connection mains |
| 117 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical 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 acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per clause 406 of MORTH - Road |
| 118 | Supplying and laying Precast Designer Paver Block confirming to IS 1568-2006 specification manufacturing and laying standard of M50 grade 83mm thick (table clauses 5 and 9.14) suitable for bus terminals industrial complexes road on expensive soils etc., including the cost of paver block of size 225mm x 12.50 mm x 83mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over Stone dust of 100mm thick (excluding the cost of sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the sand to paver block etc., complete ISI 15658-2006.Road |
| 119 | Paintingwith Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coatincluding the cost all materials etc.,complete, in all floors.- Compound wall |
| 120 | Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of 75mm thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. |
| 121 | Providing and laying in position Standardised Concrete Mix M-20 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 contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10-12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand but 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 without claiming extra cost 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 requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) - Upto Basement |
AI Tender Summary
Tender Timeline
Jul 12, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 28, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 05, 2024
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 12, 2024
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 19, 2024
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 19, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 19, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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