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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC | ₹1.5 Cr | 1 | Accepted-AOC Least Bidder |
| 2 | 2₹1.6 Cr+₹10.0 L (6.65%)Rejected-AOC | ₹1.6 Cr+₹10.0 L (6.65%) | 2 | Rejected-AOC Highest Bidder |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
21 Jul 2023, 3:00 pmClosed
Executive Officer, Avalpoondurai Town Panchayat
Avalpoondurai Town Panchayat Office, Avalpoondurai, Erode - 638115.
Strengthening of BT road and Construction of culvert at W.No.2 Solipalayam bus Stop to W.No.1 Udupparai velliyampalayam TP Border and W.No.5 Erode-Kangayam Main Road (Eswaran kovil street)to W.No.4 Pallapalayam Main Street via Vellayuthampalayam
2023_DTP_343687_1
124/2023
Open Tender
Civil Works - Roads
Works
180 days
Avalpoondurai
As per Tender Notice
2 documents required · 2 mandatory
₹0
₹1.9 L
Yes
4 Aug 2023
14 Jul 2023
21 Jul 2023
14 Jul 2023
21 Jul 2023
14 Jul 2023
14 Jul 2023 - 21 Jul 2023
Amount
Picking the Existing B.T Surface up to 50mm depth as directed by the depatmental opfficers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employedfor the work and including all other incidential charges etc complete as per standard specifications., MORTH 111, 112
Providing and Laying Wet Mix Mecadam Using 0.396m3 of 45-22.40mm Graded metal, 0.528m3 of 22.40-2.36 mm graded metal and 0.396m 3 2.36 and below size graded metal premixing with water to a densemass on a prepared subgrade / base to temple in uniform 15cm Consolidated thickness and consolidation with Vibratory roller of 8 to 10 tonne capacity in stages to proper grade and camber rolling with protecting edges, etc completing with MORTH specification Clause 406.
Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5
Providing and laying Tack Coat over Existing BT surface using 2.5 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading themix to uniform thickness of 50mm with paver to the specified grades and cross sections and compactedby Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks,Paver Finisher / 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and blow with 50.30 kgs of VG 30 /VG 40 bitumen for premixing for 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20–30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 40 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30t CMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ pneumatic rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5.
Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. Complying with Standard Specifications as per SS 20 B.,
Plain Cement Concrete 1:4:8 Mix (one part of cement, four part of sand and eight part of aggrigate) using 40 mm size ISS HBG metal 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 Standard Specifications as per TNDSS No. 28 V, VI (S2) V,VI (S5A) VII
Supplying and errecting steel centering to sides and soffits including supports and strutting for side wall sides and culvert body wall sides using M.S Sheets of size 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete Complying with Standard Specification as per TNDSS No.30&86 (For Drain,Deck slab & Retainingwall) - Below 1.00m ht.
Above 1.00m ht.
Vibrated Plain Cement Concrete 1:2:4 Mix (one part of cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal 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 Standard Specification as per TNDSS No.30 & 86
Supplying fabricating and placing in position of steel rods using TMT. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications.
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M.sand and three part of aggregate)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 but excluding cost of reinforcement etc. Complete with std. Specifications.
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
APPU CONSTRUCTION
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