Strengthening To The Road From Rajapalayam Telephone Exchange To Perumamalai Advaram At Namagiripet Block In Namakkal District Under Tnrris 21-22 (Cgf 80 Percent Priority ) Package 4
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 May 2022
0 days left
EMD
47000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
namagiripettai → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening To The Road From Rajapalayam Telephone Exchange To Perumamalai Advaram At Namagiripet Block In Namakkal District Under Tnrris 21-22 (Cgf 80 Percent Priority ) Package 4
BOQ
| Sl. No. | Item Description |
| 1 | Strengtheningthe road fromRajapalayam Telephone Exchange to Perumalmalai Adivaram km 0/0-1/630 R94 |
| 2 | Clearing Scrub Jungles and removing them by burrying or burningetc., completed as per Sl. No.2 |
| 3 | Picking 5cm to 10 cm Old metal surface and sectioning |
| 4 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for shoulder. |
| 5 | 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) Km 0/0-1/30 |
| 6 | 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 250mm 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. |
| 7 | Km 0/0-1/0 |
| 8 | Km 1/0-1/630 |
| 9 | Applying PRIMECOAToverWMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. |
| 10 | Applying TACK COAToverPrimed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. |
| 11 | 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 24.40 Kgs ofVG 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 |
| 12 | Km 0/0-1/0 |
| 13 | Km 1/0-1/630 |
| 14 | Hard Bed |
| 15 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 16 | Construction of Granular Sub Base ( G-III ) by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with there wheel 80-100KN capacity and finish |
| 17 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete |
| 18 | Supplying and erecting centeringshuttering includingnecessary supportsforplane surface infoundationandbasementandinallfloorsforR C Ccolumn footing officers including conveyance of all materials to site and proper centering etc complete. |
| 19 | Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete |
| 20 | Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete |
| 21 | Providing and Laying reinforecement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry |
| 22 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for shoulder. |
| 23 | Pipe culvert |
| 24 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 25 | Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick well ramed watered and compacted complete with standard specification |
| 26 | Supplying and erecting centeringshuttering includingnecessary supportsforplane surface infoundationandbasementandinallfloorsforR C Ccolumn footing officers including conveyance of all materials to site and proper centering etc complete. |
| 27 | Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete |
| 28 | RETAINING WALL |
| 29 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 30 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete |
| 31 | Supplying and erecting centeringshuttering includingnecessary supportsforplane surface infoundationandbasementandinallfloorsforR C Ccolumn footing officers including conveyance of all materials to site and proper centering etc complete. |
| 32 | Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete |
| 33 | Provision for weep holes including cost all charges etc complete |
| 34 | 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 Pug millcarriage of mixed material by tipper to site laying inSubBase/Base course on well prepared surface and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting barricading and maintanence of diversion etc |
| 35 | 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 |
| 36 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
AI Tender Summary
Tender Timeline
May 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMay 27, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 27, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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