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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹73.7 L
EMD Value
₹73,700
Closing Date
15 Jul 2022, 3:00 pmClosed
The Commissioner
Municipal Office, Chinnamanur Municipality, Theni District
KNMT_2022_23_Improvement works such as Desilting of pond, Strengthening of bund and Providing Street light, Foot path, Light and seating arrangements at Viswankulam (Ward -A, Block-14, TS No.14/1) in Chinnamanur Municipality
2022_MAWS_238125_1
1423/2022/E1
Open Tender
Civil Works - Others
Works
180 days
Municipal Office, Chinnamanur Municipality
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹73,700
Municipal Office, Chinnamanur Municipality
19 Jul 2022
30 Jun 2022
15 Jul 2022
1 Jul 2022
15 Jul 2022
6 Jul 2022
5 Jul 2022
Amount
Earth work excavation deploying earth moving machineries for desilting channel having a width of more than 10 m and forming bund on either side and depositing the earth on banks including jungle clearance etc., complete. (TWAD SOR pg no:301,item:25-3)
Desilting
Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification .
Footpath
Revetment
Chute Wall
Inlet and Outlet
Supply filling of M-Sand in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand to Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification
Footpath
Revetment
Chute Wall
Inlet and Outlet
Plain Cement concrete of mix 1:4:8 (One cement four M-sand and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including 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.
Footpath
Revetment
Chute Wall
Inlet and Outlet
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ).
Footpath
Revetment
Chute Wall
Inlet and Outlet
Plain Cement Concrete 1:2:4 (one cement two fine aggregates and four 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 etc., complete as per standard specification
Footpath
Revetment
Chute Wall
Inlet and Outlet
Granolythic flooring with Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 10&12mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Chute Wall
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
Footpath
Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
Footpath
Supply and Fixing of SS Hand Rails including cost of materials and Labour charges etc complete as per standard specifications
Footpath
Supply and Delivery of Animal Shaped Dust bins as instructed by departmental officers
Footpath
Providing and laying Gritty Gravel to the required thickness including cost and conveyance of sand and gravel to the work site and stacking them to the standard departmental meter gauge for Premeasurement mixing the required quantity of sand and gravel sprinkling water and compacting the mix in layer of thickness not exceeding 100mm compacted thickness by 80-100mm to active the required density including labour charges for mixing spreading and tools and plants etc complete.
Revetment
Casting of precast cement concrete blocks of size 20 x20 x 15mm in Plain cement concrete of mix 1:2:4 ( One cement two sand and four aggregate) using 20mm size hard broken stone jelly and mixing the concrete and laying the concrete in steel moulds after oiling them properly at casing yard and vibrating finishing the top surface smoothy placing the slab along with mould and plate in the casting yard removing the mould carefully after initial setting, Placing the slab in the curing bond after 24 hours from the time of casting, removing them from the curing pond after 7days of curing, stacking them in the stacking yard with in a lead of 100m and curing them from the full period by sprinking water as directed by the departmental Officers.
Revetment
Supply of NP3 Class RCC Pipe confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.PWD SOR pg no.163,6(c)
Hosting And Fixing of NP3 Class RCC Pipe and collars in proper gradientincluding all labour chargesand all other incidental charges etc., complete as directed by thedepartmental officers as per standard specifications.PWD SOR pg no.164,7(c)
Supplying and fixing of 6 metre length single bracket pole with base plate (250x250x6mm0 76.10mm OD x 3.65 mm thick x 6000mm Length in control box with foundation hardwares. etc complete as per standard specification. As per PWD SOR 2021-22 P.No. 148
Supply and Fixing of 30 W LED Street Light Fittings as per PWD SOR P.No.115
Supply and laying of 2 x 6 sq.mm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 mt. Layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good.Ele. Data 2021-22 SD -197
Supply, Delivery and Providing Three Seater back slope Granite stiff sitting benches 5 feet in length 1.50 feet width 600x450x100 mm size Hard Granite slab side walls, 150x45x100 mm size bench slab back slope slab including cost and conveyance and fixing
Supply, Delivery and Providing single seater Granite stiff sitting single round bench 9Stool type) 100mm thick 45cm granite slab for bench slab and 150mm dia on middle and 30cm on end posts including cost and conveyance and fixing in position etc
K VANARAJ
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