Chengalpattu District Upgradation Of Vazhaipattu To West Cheyyur Road Km 0/0-0/950 In Madurantakam Panchayat Union Under Tnrris 20-21 Under Package 2/20-21
Tender Value
Ref. Documents
Estimated cost
Bid Submission
24 Feb 2021
0 days left
EMD
47000
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Madurantakam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Chengalpattu District Upgradation Of Vazhaipattu To West Cheyyur Road Km 0/0-0/950 In Madurantakam Panchayat Union Under Tnrris 20-21 Under Package 2/20-21
BOQ
| Name of Work: Upgradation of Vazhaipattu to West Cheyyur Link Road km 0/0 -0/950 in Madurantakam Panchayat Union of Chengalpattu District under TNRRIS 2020-21Est. Amt. Rs.46,76,000/- & EE RD. No. /2020-21 Package No. 2/2020-21 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Upgradation of Vazhaipattu to West Cheyyur Link Road km 0/0 -0/950 in Madurantakam Panchayat Union.\nEst. Amt. - Rs.46.76 Lakh | BI01010001010000000000000515BI0100001150 | ||
| 2 | 2 | Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete | BI01010001010000000000000515BI0100001151 | 420 | sqm |
| 3 | 3 | Earth work exavation in all classes of soils such as Hard Soil , etc. and depositing on berms with all leads and lifts and all other incidential charges. etc., complete for berms.Asper SS20B | BI01010001010000000000000515BI0100001152 | 306 | cum |
| 4 | 4 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | BI01010001010000000000000515BI0100001153 | 351.56 | cum |
| 5 | 5 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 150mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Using Paver Finisher | BI01010001010000000000000515BI0100001154 | ||
| 6 | 6 | KM 0/0 -0/950 | BI01010001010000000000000515BI0100001155 | 534.38 | cum |
| 7 | 7 | Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. | BI01010001010000000000000515BI0100001156 | 3187.5 | sqm |
| 8 | 8 | Bituminous Macadam 50mm consolidated thickness using bitumen 60/70 grade as per clause 504 of MoRTH specification | BI01010001010000000000000515BI0100001157 | ||
| 9 | 9 | KM 0/0 -0/950 | BI01010001010000000000000515BI0100001158 | 159.38 | cum |
| 10 | 10 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete PAVER FINISHER | BI01010001010000000000000515BI0100001159 | ||
| 11 | 11 | KM 0/0 -0/950 | BI01010001010000000000000515BI0100001160 | 3187.5 | sqm |
| 12 | 12 | Filling gravel for shoulders and berms including all cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete | BI01010001010000000000000515BI0100001161 | ||
| 13 | 13 | KM 0/0 - 1/000 | BI01010001010000000000000515BI0100001162 | 204 | cum |
| 14 | 14 | CC Pavement | BI01010001010000000000000515BI0100001163 | ||
| 15 | 15 | Dismantling damaged Cement Concrete works including cost and Conveyance of all charges etc | BI01010001010000000000000515BI0100001164 | 28.13 | cum |
| 16 | 16 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an | BI01010001010000000000000515BI0100001165 | 37.5 | cum |
| 17 | 17 | Provision for HM Stone | BI01010001010000000000000515BI0100001166 | 4 | No's |
| 18 | 18 | 1.50 m span Rcc Culvert @ ch 0/500 | BI01010001010000000000000515BI0100001167 | ||
| 19 | 19 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. | BI01010001010000000000000515BI0100001168 | 110.32 | cum |
| 20 | 20 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification | BI01010001010000000000000515BI0100001169 | 7.88 | cum |
| 21 | 21 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed | BI01010001010000000000000515BI0100001170 | 10.51 | cum |
| 22 | 22 | Cement concrete 1 : 3 : 6 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | BI01010001010000000000000515BI0100001173 | 82.08 | cum |
| 23 | 23 | Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete. | BI01010001010000000000000515BI0100001174 | ||
| 24 | 24 | Up to Ground Levet | BI01010001010000000000000515BI0100001175 | 138.46 | sqm |
| 25 | 25 | Above Ground Levet | BI01010001010000000000000515BI0100001176 | 25.33 | sqm |
| 26 | 26 | Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | BI01010001010000000000000515BI0100001177 | 0.35 | mt |
| 27 | 27 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. | BI01010001010000000000000515BI0100001178 | 3.36 | cum |
| 28 | 28 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. | BI01010001010000000000000515BI0100001179 | 3.31 | cum |
| 29 | 29 | GST Amount for providing Service to Government Contract Works for the above Construction Works.\n { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | BI01010001010000000000000515BI0100001180 | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Feb 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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