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Knmt 2021-22 Mulanur Town Panchayat Tiruppur District Construction Of Open Stalls And Providing Paverblock Road At Weekly Shandy In Mulanur Town Panchayat, Mulanur Town Panchayat-Tamil Nadu

Town Panchayats-TP has published Knmt 2021-22 Mulanur Town Panchayat Tiruppur District Construction Of Open Stalls And Providing Paverblock Road At Weekly Shandy In Mulanur Town Panchayat. Submission Date for this Tender is 20-12-2021. Building Work Tenders in Mulanur Town Panchayat Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

29981377
Corrigendum : Knmt 2021-22 Mulanur Town Panchayat Tiruppur District Construction Of Open Stalls And Providing Paverblock Road At Weekly Shandy In Mulanur Town Panchayat
Open Tender
Indian
Tamil Nadu
Mulanur Town Panchayat
20-12-2021

Tender Details

Knmt 2021-22 Mulanur Town Panchayat Tiruppur District Construction Of Open Stalls And Providing Paverblock Road At Weekly Shandy In Mulanur Town Panchayat

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 14-Dec-2021 Technical Bid Revised Technical Bid 20-12-2021
2 14-Dec-2021 Technical Bid Technical Bid 20-12-2021

Key Value

Document Fees
Refer document
EMD
INR 626000.0 /-
Tender Value
INR 3.13 Crore /-

BOQ Items

Name of Work: Construction of Open stallsand providing Paverblockroad at weekly shandy In Mulanur Townpanchayat
Sl. No. Item Description
1Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may bedirectedexceptinhardrockrequiring blastinginclusive of shoring shuttering, and baling out water wherever necessary refillingthe sides of foundation withexcavated soilotherthan sand in layers of 15cm thick well rammed andcompleted depositing the surplus excavated soil within the compound inplaces shown by the departmental officers with intiallead and lifts and cleaning and levelling the site etc.,complete
2Collection, Supply and filling of well including cost and conveyance ofgravel towork site and all labour charges for stacking them to departmental gauge at road sides for premeasurement by the departmental officers and spreading and compactingin layers as directed by the dept officers.
3Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge handbroken granitestone jelly for foundation including dewatering if foundnecessary and laid in layers of not more than 15cmthick and compacted,etc., complete complying withstandard specfication.
4Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed
5Column Footing and Gradebeam below GL
6A)upto basement.
7B)SQUARE COLUMNa)Coloumn from 0 m to 1.50 m upto basement
8b)Coloumn from Basementto 3.30m
9C ) Plane Surface Side Walls:Kerb Wall
10PlainCement concrete 1:3:6 (one cement,one threesand &six course aggregate) using 20mm gauge hand broken granite stones for all RCCitemsof works excluding centering shuttering and cost of reinforcement including curing etc.,complete and alsoincluding fixingfan clamps and fixtures in RCCworkswherever necessary as directed by departmentalofficer etc., complete.
11Plain Cement Concrete 1:2:4 Mix (one part cement, two part 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.
12Vibrated Reinforced Cement concrete 1:1.5 :3 (one cement,one and halfsand &three course aggregate) using 20mm gauge hand broken granite stones for all RCCitemsof works excluding centering shuttering and cost of reinforcement including curing etc.,complete and alsoincluding fixingfan clamps and fixtures in RCCworkswherever necessary as directed by departmentalofficer etc., complete.
13A)upto basement.
14B) 0m to 1.50m below G.L.
15C) 0m to 4.5m from G.L.
16Suppling and fabricating and placing in position TMT bar for reinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors as per standard specification.
17Refilling in basement with excavated earth in layers of not more than 15cm thick well rammed and consolidated etc., complete
18Brick 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
19Upto basement
20Ground floor
21SpecialPlastering with cement mortar 1:3 mix (One cement and three sand)10 mm thickincluding cost and conveyance of all materials, finishing,curing,and alllabour charges etc. complete as per standard specification
22Plastering with cement mortar 1:3 mix (One cement and three sand)20 mm thickincluding cost and conveyance of all materials, finishing,curing,and alllabour charges etc. complete as per standard specification
23Plastering with cement mortar 1:5 (One cement and five sand) 12mm thick in all floors including cost and conveyance of all materials to site etc,complete as per standard specifications
24Dadooing the walls with best approved quality colour glazed tiles of size 300 x 200 x 6mm set in CM 1:2 (One of cement and two of sand) 10mm thick and pointing with colour cement using 0.4kg per m2 neatly in all floors as directed etc., complete complying with standard specifications.
25Floor finishing with Ceramic tillesof size305 mm x 305 mm x 6mm over the base plastering cement mortar 1:3 mix, 20mm thick pointing with using white cement 4kg/10sq.mt. inculing cost and conveyance of all materials and all labour charges. Etc. complete
26Supply and fixing in position 22" Indian type Colourwater closet with foot reset includes "P" (or) "S" trap including cost and conveyance of all materials to site and all labour charges etc., to complete as per std.,specifications.
27Weathering 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 to 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 welded springing lime jiggery water asper standard specification and as directed by the departmental officers.
28Finishing the top of roof with one course of machine pressed tiles of size 20 x 20 x 2 cm laid in cement mortar ( One of cement and three of M.sand ) mixing with water proofing compound conferment ISS at 2% weight of cement used and pointed with samewaterproofing compound mixed with red oxide etc., complete with standard specification
29Supply, Delivery and fixing of best approved quality of corrugated Galvanised Sheet with 0.80 mm thick confirm to IS code with J Bolt nuts, Bitumen Washer including cost and conveyance of all materials and labour charges etc., complete as per standard specifications.
30Supply, Delivery and fixing of best approved quality off UPVC doors and ventilators including cost and conveyance of all materials and labour charges etc., complete as per standard specifications.
31Supplying and fixing of trusses using necessary I Section with"L" angles 25mmx25mmx3mm size and I each according to design approved by the departmental officers including cutting, welding cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification
32Finishing the top of flooring with granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete
33Painting two coasts of newly plastered wall surface with ready mixed Plastic emulsion Paint of first class quality and of approved colour over a priming coat including necessary plaster of paris, putty, wherever required etc., complete complying with standard specification.
34Painting two coats new iron work for doors, windows and ventilators using iron bars, window grills weld mesh screen in opt courtyard etc., with two coat synthetic enamel paint and approved quality and color including priming coat in all floors.The rate is inclusive of cost of all materials, labour brushes and scaffolding charges etc., complete complying with standard specifications.
35Wiringwith2 x 1.50Sq.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: 24)
36Supply andrun of 4 x 6 sqmm (22/0.3) PVC insulated SC unsheathed Cu. Conductor of 1100V grade in 32mm dia GI Pipe(Class B) suitably bent at both ends with necessary angle iron upright and end supportsfor Service connection mains(SD. NO 73)
37Supply and fixing of WT bulkhead fitting withguard suitable for 11W CFL LAMP with CFL [ SD83]
38Supply andrun of 4 x 6 sqmm (84/0.3) PVC insulated SC unsheathed Cu. Conductor of 1100V grade on 7 / 20 GI bearer wire for service mains (SD. NO 68)
39Supply and Fixing of TNEB meter Board suitable for 32A three Phase Service connection with 32A Fuse unit 3 nos (500V) 32A neutral link and earth link (1" x 1/8" Copper Flat) on TW Plank of Size 1000mm x 400mm x 19mm with Supporting TW Reepers of 1" thick an either side with Painting with Suitable bolt and nuts for fixing the TW Plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB Meter to Fuse Unit (SD No :127 ) Page no 52
40Earthing as per P.W.D standard with an earth electrode of 2 Mtr. Class "B" GI pipe of dia not less than 32mm complete with necessary masonry work(SD No : 234)
41Supply and fixing of GI Steel Tubular pole for STREET LIGHT( kumaran pole / Orientel pole/Equivalent) 7.50 mtr length double bracket pole with base plate (250mmx 250mmx6mm)114.30 mm ODx 5.4 mm thick x 4500mm length, 88.90 mmOD x 4.85 mm thick x 1500 mm length,76.10 mm OD x3.25 mm thick x1500 mm length, including cost and conveyance and all labour charges etc., complete (ANNEXURE VIIItem XV Part "0"1 h)
42Supply and fixing of LED outdoor fitting 48 wats LED street light fitting including cost and conveyance and all labour charges etc., complete ANNEXURE - VII (17 b)
43Supply and filling of 40 mm HBG ISS METALincluding cost and conveyance of all materials to site and all labour charges for fillingetc completeComplying with Standard Specification.
44Construction of Granular Sub-base by providing close graded material, mixing in a machanical plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density, complete as per clause 401 of MORTH.
45Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick 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 acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidential charges etc.,complete as per clause 406 of MORTH
46Rubberised Interlocking Paver Block M40 grade providing and laying of 83 mm thick heigh strength type confiriming IS 15658 - 2006 of Rubberised Interlocking Paver Blockin required size of mininmum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base Stone dustcushion 100mm thick laying out the pavement cut the pieus to fit edge, vibrating pavers, sweeping transporting leading unloading as per standard specification.
47Supply and filling of 20 mm HBG ISS METALincluding cost and conveyance of all materials to site and all labour charges for fillingetc completeComplying with Standard Specification.
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