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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
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Tender Value
Refer Docs
EMD Value
₹33,140
Closing Date
2 Nov 2023, 3:00 pmClosed
The Block Development Officer
The Block Development Office, Walajah block
Strengthening of road from WSA road to Gandhi nagar Vannivedu Panchayat Km 0/0 - 1/0 ( R 294) at Vannivedu Panchayat of Walajah Union.
2023_RDTN_383412_1
A2/1627/2023
Open Tender
Civil Works - Roads
Works
90 days
Vannivedu Panchayat, Ranipet District
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹33,140
3 Nov 2023
30 Oct 2023
2 Nov 2023
30 Oct 2023
2 Nov 2023
30 Oct 2023
Amount
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
Picking 5 Cm to 10 mm of existing wornout BT / WBM Surface sectioning in all labour charges etc complete
Earthwork excavation in all classes of soils and subsoils including shoring and strutting with initial lead and lift etc complte, as per MOST specification asper SS20 A.
Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyae of all materials to site and labour charges etc.
Providing and layaing for GSB using 1cum of 75mm to 22.4mm IRC HBGmetal and 0.24 cum of Gravel for blindagefor 10sqm.of 75mm compacted thick(the blindage Maerial shall have PI value less than 6%) inuluding costand conveyance of all materialsform approved quarry to worksite and staking to deparmental
Providing & Laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm 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 achieve the desired density including cost of material, labour charges rentals for machinery, fuel and all other incidental charges etc, completed as per clause of MORTH Rev-5.
Applying Prime coat over WMM surface using 7 kgs of bitumen emulsion (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Applying Tack coat over WMM surface using 2.50 kgs of bitumen emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of bitumen emulsion including conveyance of bitumen emulsion to actual workspot handling charges including labour charges for brushing , cleaning and preparing the surface for laying the required quantity of bitumen emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges as per Clause 502 of MORTH Rev-5.
Providing and laying Bituminious concrete to 30mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Provision for Hectometer stone
Sub Estimate for CC pavement: 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
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supply and erecting of centering including cost and conveyance of all materials to work site and all labaour charges etc complete
SUNDARESAN NITHIYANANDHAM
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