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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 CrAccepted-AOC | ₹3.6 Cr | 1 | Accepted-AOC lowest bid |
| 2 | 1₹3.8 CrRejected-Finance | ₹3.8 Cr | 1 | Rejected-Finance Highest bid |
| 3 | Rejected-Technical 19B CHIDAMBARANATHAPURAM DEVAKOTTAI SIVAGANGAI DISTRICT | TIRUCHIRAPPALLI | TAMIL NADU | 621308 | - | - | Rejected-Technical technical evaluation not qualified |
Tender Value
₹4.1 Cr
EMD Value
₹4.1 L
Closing Date
5 Aug 2024, 3:00 pmClosed
Executive officer
Avinashi Town panchayat
Modernization of Weekly Shandy Salem Main Road in Ward No.4 SF No 231 and 232 at Avinashi Town Panchayat
2024_DTP_467628_1
444/2024/HC-1
Open Tender
Civil Works - Others
Works
Avinashi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4.1 L
Yes
14 Oct 2024
29 Jul 2024
5 Aug 2024
29 Jul 2024
5 Aug 2024
29 Jul 2024
29 Jul 2024 - 5 Aug 2024
Amount
Site Clearance: Surface dressing of the ground including removing of small plants, bushes, vegetation and making surface leveled and disposal of rubish outside premises as per the direction by the Engineer-In charge
Earth 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 be directed except in hardrock requiring blasting inclusive of shoring shuttering, and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete
COLUMN AND FOUDATION
PILINTH BEAM & WATER SUPPLY
Supplying and filling in foundation and basement with filling M-sand in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed.
Plain Cement concrete 1:4:8 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specfication.
Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for 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. - for column
COLUMN
PILINTH BEAM
Providing and laying in position Standardised Concrete Mix M-25 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 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.
BELOW GROUND LEVEL
GROUND LEVEL
Suppling and fabricating and placing in position TMT bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors as per standard specification.
Brick work in CM 1:5 (one cement & five sand) using II class ground moulded bricks of size 83/4"X43/8"X 23/4" standard specification including finishing, curing,etc., complete complying with standard specification
Plastering with cement mortar 1: 5 mix to 12mm thick including cost and conveyance of all materials to site including curing etc.,complete as per standard specification – 10m2
Finishing 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
Painting the new walls two coats over one coat of priming with best Emulsion paint of approved colour and quality including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by the department officers etc., complete complying with standard specifications.
Supplying 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
Supplying and fixing the galvume sheet on the top of trussess with thickness of 0.47mm thick
Supply and fixing of Compound gate and Grill with one coat of Red oxide Primer 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 dismantling making necessary with power drill to the accessories such as supplying and fixing holdfasts, plastic bush inserts receiver runner bottom shock absorbers etc. and Steel Door Complete as Directed by the Departmental Officer.
Painting the new iron works such as steel doors, Windows,Ventilators windows bars,balustrades etc, in all floor with two 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 by the engineer in charge before use on works )( TNSS NO or NBC No 61 V VI (54) 3)
Plain 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.
Construction 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.
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 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
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 80mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over sand bed of 150mm 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.
GI STEEL TUBULAR POLE FOR STREET LIGHT 6 Metre Length Double Bracket Pole with Base Plate (250 x 250 x 6mm) 76.10mm OD x 3.65mm Thick x 6000mm Length SOR PG.NO : 215
Supply and fixing of LED OUTDOOR 48 WATS LED STREET LIGHT fitting with including cost of , labour charges, etc., complete ANNEXURE VII (17 b) SOR .PG.NO.169
PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER 6.00 SQ.MM SOR 23-24 PG.NO : 124
Cost and Supply of PVC Pipe 6kgsc/cm2 ISI Quality including loading and unloading charges etc., complete as per Specifiction.TWAD BOARD PG NO 05
Lowering PVC rigid pipes and specials to,trench and laying to proper grade and,alignment, jointing with PVC coupler with,cement paste.TWAD BOARD PG NO 171
Refilling with excavated earth after laying the pipes into the trenches well rammed and compacted the surplus earth over the pipeline trench including leveling the site complete complying with standard specifications including all labour charges etc., Complete as per Standard Specifications.
PTK CONSTRUCTION (BID ID -1101557)
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