Public Administrative Department Local Bodies Closing in 0 days TDR #44423391

Tender For Construction Of New Office Building In S.F. No : 1651/2 In Palayam Town Panchayat, Dindigul District.

Issued by Local Bodies · palayam, Tamil Nadu
Tender Value
1.22 Crore
Estimated cost
Bid Submission
05 Aug 2024
0 days left
EMD
1.22 Lakhs
Bank guarantee accepted
Document Fee
1.22 Lakhs
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
palayam → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender For Construction Of New Office Building In S.F. No : 1651/2 In Palayam Town Panchayat, Dindigul District.

BOQ

Name of Work: Construction ofNew Office Buildingin S.F. No : 1651/2 in PalayamTown Panchayat, Dindigul District.
Sl. No. Item Description
1Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS23 & 24, V, VI (S2), VII, 9,10
2Supply delivery and filling of Stone dust in Layer of not more than 15cm 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 all other incidential charges etc., complete as per Standard Specification TNSS No. 24 & 25.
3Plain Cement Concrete of mix 1 : 4 : 8 (One part of Cement four part of sand eight part of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
4Supplying and FillingofWell Gravelfromapprovedquarry in Layer of not more than 15cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyance of material to site and all labour charges and all other incidential charges etc., complete as per Standard Specification.
5Supplying anderrectingsteel centering including necessary supportsfor plain surfaces for Reinforced Cement Concrete works such as Coloumn footing,Coloumn pedestals,plith beams, grade beams,staircase steps,etc which requires only nominal strutting using mild steel sheetsof size 90mm x60mm and 10Bg stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervels etc complete in all floorsComplying with standard Specification without Strutting. ( TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII
6Below Ground Level
7Ground Floor
8Column
9Brick work in CM 1:5 (one cement & five sand) using IIclass ground moulded bricks of size 9\"X43/8\"X 23/4\" standard specification including finishing, curing,etc., complete complying with standard specification 31 & Similar to 31C V, VI (S5) VII
10Upto G.L.
11Ground Floor
12FirstFloor
13Second Floor
14Supplying ribbed tor steel rodsincluding cutting cranking fabricating assembling laying in exact position tying with soft steel wire 16 or 18 BWG etc. complete for all RCC Works.as per the design given including cost ofsteel and binding wire also in all floors as per standard specification. SS86 & 86A,V, VI (S3) (S6) VII.
15Providing 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 standards. (No separate payment will be made by the Department for the excess usage of materials) -Footing, Plinth beam, Tie beam/Lintel, Ground Floor Roof beam, salbs, Sloped roof beam and slabs30 V, VI (S5)VII & 13
16Below Ground Level
17Ground Floor
18First Floor
19Head room Second floor
20Plain Cement Concrete 1:8:16 (one cement eight fine aggregates and sixteen coarse aggregates) using 20mm 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 30 V, VI (S5) VII & 13
21SpecialPlastering in Cement Mortor 1:3 Mix (one Cement,, Three sand)10mm 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.TNDSS NO: 56, 57
22Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.61 V VI, (VIA) 3
23Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One Cement add three sand) 12 mm 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 as per standard specification and as directed by the deparmental officers 44 H V, VI, (S5A) VII ,3
24Paving the floor with Double charged Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part ofM. Sand ), 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Municipal Engineer before use on work
25Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works)
26Plastering in Cement Mortor 1:5 Mix (one part of Cement,, five part 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.TNDSS NO: 56, 57
27Supplying and Painting the new plastered walls with two coats of Exterior emulsion paint (weather proof ) first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt etc. complete and including necessary plaster paris putty etc. wherever required.as per (ISI STD) (It mustprovide excellent resistance against the growth of algae and fungi on the walls. And it must offer excellent protection against alkali and UV degradation and the durability period should be 5 years. 61 V, VI (S4) 3
28Supply and fixing of Collposible gate andM.S Grills for Windows,with one coat of Red oxidePrimer including all costs such as welding, grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. including phosphating as per ISI with rust preventive primer & ready to assemble condition for easy installation at site including dismantlingmaking necessary with power drill to the accessories such as supplying and fixing holdfasts, plastic bush inserts receiver runner bottom shock absorbers etc. and Steel DoorComplete as Directed by the Departmental Officer.
29Supplying and fixing Teak wood Door Panelled shutter with framefordoorfully panelled with 25mm thick T.W. Planks ,the door Shutter Styles will be of 75mm X 40mm & Top rail will be of 100 X 40mm the Lock rail will be of 125mm X 40mm and the bottom rail will be 150mm X 40 mm and Frame size 100 X 100 MM and both sides should be finished with 4mm thick venner, including cost of furniture fittings and cost of wind appliances and labour charges for fixing furniture etc., and fixing up shutters in position and Best French (lac) polishing with 2 coats T.W. Doors,Windows, Ventilators, including cleaning the surfaces etc. complete complying with standard specifications.
30Providing UPVC (Un-Plasticized Polyvinyl Chloride)Door: Providing and fixing casement doors fabricatedfrom un-plasticized polyvinyl chloride (uPVC)sections.Profiles: The profiles should be three chamber system which provides high insulation properties with outerframe 60mm x 55mm with an outer wall thickness of2.4mm. The window unit should be designed with allcorner joints mitred and fusion welded. Windowsshould be steel reinforced with 25 x 24 x 25mm steelreinforcement with a thickness of 1mm to havedimensional stability. The sash should be of 60 x102mm. The mullion should be of 60 x 74mm. Theprofiles should have co-extruded seals.Hardware: All the hardware like friction stays, handlesshould be screwed with self tapping screws. Thehandles, locks should be designed so that they cannotbe released from outside.Glazing: The window system should beglazed with5mm plain float glass / 6mm bison lamInstallation: The profiles should be cut to length andwelded 45 degrees. The window should bedesignedsuch that the water drainage does not pass throughthe reinforcement chamber. The window systemshould be fixed directly to the plastered brick wallusing self expanding nylon plug and driving mselectroplated screws into plug. PWD SOR Page No : 108 Sl. No : M - 0673
31Polishing the teak wood door with two coats of best French (Lac) polish with approved quality and brand over a coat of bee\"s waxing including preparing the wooden surface to receive polishing, etc.,complete complying as per the standard specifications. (The make, quality and colour of french polish, bees vax should be got approved by the Executive Engineer before use on works.)
32Supplying 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 25GSM 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 spag 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 olour 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 PWD SORPage No : 109 Sl. No : M - 0674
33Painting the new iron works such as steel doors, Windows,Ventilators windows bars,balustrades etc,in all floor withtwo coats of best approved first quality and colour of synthetic enamel paint of approved quality, colour and brand (to be approved by executive engineer before use on works ) over one the existing red oxide priming coat 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 bythe engineer in charge before use on works )( TNSS NO or NBC No 61 V VI (54) 3)
34SupplyingandFixingin position best approvedof BIS quality 110mm P.V.C RainWaterdownfallpipe having a pressure of 4Kg / Sq.cm including cost of necessary PVC shoe,PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails etc, and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc, complete. The rate shall be inclusive of cast of removable cast iron grating. The PVc pipe shall be fixed in wall with special type of \"U\"clamp at the centre of the pipe line in addition to those for more than 3.00mt pipe length etc,CompleteComplyingwithStandardSpecifications.
35Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. completePWD SORPage No :98 Sl. No : M -0651
36Supplying 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 sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to CI soil pipes (including the cost of 100mm dia CI pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers.(The water closet should be got approved by the Executive Engineer before use on works).
37Supplying and fixing in position best quality and approved make Indian made white / colour glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia \"B\" class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works).
38Supplying and fixing in position white / colour glazed European Water Closet of best quality and approved make with 100 mm \"P\" or \"S\" trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings.....
39Dadooing sides of walls with Glazed design tiles of size 300 x 200x 6mm set in Cement Mortar 1:2 ( One cement, three sand) 20mm thick and pointed with the same colour cement including cost and conveyance of all materials, labour charges complete as per standard specification. 39A
40Supplying 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 (PWD SOR Page No.109 Sl No.M -0675)
41Plain Cement Concrete of mix 1 : 2 : 4(One part of Cement twopart of sand four part of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
42Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver block in required sizes of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including leveling the base preparation of sub base with stone dust cushion 100mm thick, laying out the pavement cut the pieces to fit the edge, vibrating the pavers, sweeping transporting, loading unloading and laying of paver block as per standard specification.-10 Sqm
43Wiringwith2 x 1.5 Sq.mm (22/0.3)PVCinsulatedSC Unsheathed Cu. Conductor of 1100V grade in cuitable PVC rigidpipe concealed in wall and CeilingwithPVCaccessoires in flushwith wall with 3mm thick Hylum Sheet cover with TW Switch box and 5A F.T. Switch and making good of the Concealed portion with suitable colour for PVC CONCEALED LIGHTPOINT/FAN POINT (for Electronics Regulator) (SD NO: 25)
44Wiringwith2 x 1.5 Sq.mm (22/0.3) PVCinsulated SC Unsheathed Cu. Conductor of 1100V grade in suitable PVC rigidpipe concealed in wall and CeilingwithPVCaccessoires in Flush with wall 150mm x 100mm x 113mm TW Switch box with 3mm thick Hylum sheet cover for 5A 3 pin non inter locking CS Plug with continuous earth wire connection of 14SWG TC wire and making good of the Concealed portion with suitable colour for CONCEALED PVC PLUG POINT (SD NO: 38)
45Wiring with 2 x 4 sqmm (56 / 0.3mm ) PVC insulated single core unsheathed copper conductor cable of 1100V grade in suitable heavy gauge MS conduit pipe on wall and ceiling with MS accessories inflush with wall with 150mm x100mm x75mm MS switch box concealed type with 3mm thick hylum sheet cover for 15A 3pin flush type non inter locking CS plug with continuous earthwire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour for concealed power plug point.etc, complete as per standard specifications. SD 40
46Supply andfixing of 32Amps DP switch with metal glad of 500V with fuse and nuetral ( side handle) on suitable TW box PWD earthing(SD. NO 141)
47Supplying and Fixing of 3 phases 4 wire 4 way ICDB of 32 amps per way with 100 amps TPN MC switch with suitable trucking box. MS cable entry boxes and internal connection on suitable angle iron frame work withearth connection[ SD 178 ]
48Supplying and Fixing of Horizontal Type 4 way Triple Pole natural MCB distribution board in sheet steel enclosure with 40 amps 4 pole MCB isolator as incoming and 12 Nos.6A to 32 A MCB as outgoing in flush with wall and making good of the concealed portion with earth connection.[ SD 179 ]
49Earthing as per PWD standard with an earth electrode of 2 M class ‘B’ GI pipe of diameter not less than 32 mm Complete with necessary masonry work.[ SD 234 ]
50Wiring with 2 x 4 sq.mm. (56 / 0.3mm) PVC insulated SC unsheathed copper cable conductor cable of 1100V grade in suitable heavy gauge MS conduit pipe on wall and ceiling with MS accessories with 150mm x 100mm x 75mm MS switch box for 15A 3 pin non interlocking CS plug with painting of suitable colour with continuous earth wire connection by 14 SWG TC wire for open power plug point[ SD 13 ]
51Supplying and Run of 2 of No. 8 SWG GI wire for guarding with cradle withNo 8 SWG GI wire at an equal interval of 1.5m [ SD 75 ]
52Supplying and Laying of 3½ x 50 sq.mm PVC armoured LTUG Cable in a trench to be excavated at a depth of 0.75 M putting 0.15 M layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good. [ SD 206]
53Supplying of 4 x 10 sq.mm PVC armoured LTUG Cable in a trench to be excavated at a depth of 0.75 M putting 0.15 M layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good.[ SD 202 ]
54Supplying and Run of 2 No of 1 .50 sq.mm [ 22 / 0.30 ) PVC Unsheathed Core Cable of 1100 V grade in suitable PVC rigid pipe of wall and ceiling with continuous earth wire connection 14 SWG TC wire with painting suitable color[ SD 54 ]
55Supply and fixng of TNEB Moter 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 No :129)
56Supplying and Fixing of single box type 4 x 20 W LED Light fitting complete with Electronic Choke and Teakwood Round blocks on wall or ceiling with fluorescent tube with PVC unsheathed copper leads from terminals to the fitting.[ PWD SOR Page No ; 168 Sl. No : M 1273 ]
57Supplying and Fixing of 1200mm ( 48” ) sweep AC Ceiling Fan complete with stepped electronic 300 W regulator, with 1 M down rod with fan clamp with side plates and cross arm of size 450 mm ( 18” )[ SD 106 ]
58Supplying and Fixing of450 mm (18”) sweep ( light duty ) AC Exhaust Fan complete without provision of hole in the wall[ SD 118 ]
59Geological investigation Charges under depost works to investigate the Office Building site for Driiling of Borewell including all cost of materials and all other labour charges atthesiteshownbythedepartment officers.(TWAD Managing Director Lr. No. 2015/AHG - 3/HG/Deposit works/2023/ Dt: 05.05.2023)
60Drilling150 mmDiaborewellinallurialsoilorsegmentarystarateusingnotbyrigby firstdrillingapilotboreof115 mmdiadirectrotarymudcirculationmethod,usingcontractorsrigtoolsfuel labourfordrilling,bentoniteLabourdrillingatthesiteshownbythedepartment officers.(TWAD Managing Director Lr. No. 251112/Drilling rate/AE4/CoM/2021/ Dt: 27.04.2022)
610.00 m - 150m
62151 m - 180 m
63181 m - 210 m
64211 m - 240 m
65Supply and delivery of unplasticised ribbed screen PVC casing pipe of the 200mm dia in 3m length with screwed and socket end and centering guide for every 15m length of pipes as per IS / 12818 / 92 and as amended from time to time to suit the borewell upto 80m depth (C.S) with ISI marking including, loading, unloading , freight, stacking and transit insurance charges etc, complete.TWAD Page No : 6WDM 0029
66Supplyanddelivery of Three phaseof50 lpm225 mHead Submersible pumpset of Motor ISI/ISOwith ThreePhase Panel Board WIith to levelguard and Auto startas per ISI Specificationsincluding all cost and conveyance to site etc., Complete TWAD Page No :103, 119
67Three phaseof50 LPM225 mtr Head Submersible pumpset TWAD Page No :103 WD M 1622
68Supply and delivery of Three Phase Panel Board - Star Delta with two level Guard and auto start (5.00 HP) suitable for Submersible pumpsets and accessories including all fittings suitable for Submersible pump sets.Panel Board should be provided as per specification. Rates inclusive of Packing, Loading, Freight, Unloading, Stacking, Transit andInsurance charges etc, complete TWAD Page No : 119 WD M 1912
69Supply and delivery offollowingUPVC Column Pipe and GI Pipes and Other PVC Pipes and Special materials of good quality includingcost of materials and labour with cost for coveyence to site etcCompletecomplyingwith standardSpecifications. etc.,
7050mm dia UPVC Column pipe TWAD Page No : 7 WD M 0051
7150mm UPVC . Elbow PWD Page No : 158 M 1113
7250mm UPVC . Union PWD Page No : 159 M 1130
7350mm UPVCBend PWD Page No : 159 M 1131
7450mm Gate Valve TWAD Page No : 33 WD M 0618
7550mm GM N.R.V TWAD Page No : 33 WD M 0619
7650mm PVC MTA TWAD Page No : 10 WD M 0114
7750mm end PVC Cap PWDPage No : 148M 0909
7850mm dia GI Flange set TWAD Page No : 32 WD M 0597
7950mm M.S. Clamp set TWAD Page No : 32 WD M 0617
8032 mm dia,PVC pipe
8120 mmdia,PVCpipe
8232mm PVC.Elbow
8332mm PVC. Bend
8432mm PVC. TEE
8532mm PVC. End cap
8620mm PVC. Bend
8720mm PVC.Elbow
8820mm PVC. TEE
8932mmx20mm PVC.reducerTEE
904sqmm copper cable TWAD Page No : 124 WD M 1975
9132mm dia G.M.Gate Valve
92110 mm dia PVC pipe
93110 mm dia PVC Ellbow
94110 mm dia PVC Tee
952000 Lit HDPE Tank
96Labour Charges for the Erection of 50 LPM225 mtr Head Submersible pumpsetin borewell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TNICN switches starter, voltmeter,Ammeter, three pilot lamps capacitor single phasing preventor, water level guard and laying and jionting the cables andtwin earthing as per IE rules., complete and testing the pumpset and trail run for 10 days. TWAD page No204 WD M 0871
97Suppling and fixing in position15mm.diameter PVC screw down 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.
98Supplying and fixing positionPVC Nahani Trap (PVC Nahani Trap of size 100 x 75mm)with stainless steel gratings 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 sand and five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works)
99Supply delivery and filling of Brick Jelly 20mm size with standard specification including cost and conveyance of Jelly at site and all labour charges and all other incidential charges etc., complete as per Standard Specification.
100Supply delivery and filling of40mm size HBG stone with standard specification including cost and conveyance of Jelly at site and all labour charges and all other incidential charges etc., complete as per Standard Specification.
101Supply delivery and filling of20mm size HBG stone with standard specification including cost and conveyance of Jelly at site and all labour charges and all other incidential charges etc., complete as per Standard Specification.

AI Tender Summary

OUR REF NO 44423391
AUTHORITY Local Bodies
TENDER VALUE 1.22 Crore
LAST DATE 05-08-2024
Authority
Authority Name Town Panchayats
Work Description Tender For Construction Of New Office Building In S.F. No : 1651/2 In Palayam Town Panchayat, Dindigul District.
Basic Detail
Tender No 268/2024/A1
Bidding Type Tender
Location
City palayam
State Tamil Nadu
Key Dates
Publish Date 26 Jul 2024
Submission Date 05 Aug 2024
Open Date 07 Aug 2024
Finance
Tender Value 1.22 Crore
Tender Fee 1.22 Lakhs
EMD 1.22 Lakhs
Exemption Available
Document List
3865b077-2a13-4297-b42d-fac2c81825bb.html
Biddocumentofficebuilding.pdf
BOQ_553949.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 26, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 07, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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BOQ_553949.xls

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Tendernotice_1.pdf

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