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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹6.3 LAccepted-Finance | 1st | Accepted-Finance Admitted | |
| 2 | 2nd₹6.5 L+₹16,535.10 (2.62%)Accepted-Finance | 2nd | Accepted-Finance Admitted | |
| 3 | 3rd₹6.7 L+₹34,805.15 (5.52%)Accepted-Finance | 3rd | Accepted-Finance Admitted |
Tender Value
₹4.1 L
EMD Value
₹8,200
Closing Date
7 Jan 2020, 4:00 pmClosed
Executive Engineer SSD Khaltsi
Office of the Executive Engineer SSD Khaltsi
Providing laying of WBM 2nd and 3rd in link road to Baisama Domkhar km1st RD 0-300mtr.(Plan)
2019_PWDJK_89135_2
E-Tender-57 of SSD Khaltsi of 2019-20
Open Tender
Civil Works
Item Rate
30 days
Khaltsi
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Executive Engineer SSD Khaltsi
₹8,200
13 Jan 2020
28 Dec 2019
9 Jan 2020
30 Dec 2019
7 Jan 2020
30 Dec 2019
Amount
Supplying and Stacking of graded stone aggregate at site of size range 63mm to 45 mm (Nallah) (Excluding Carriage)
Supplying and Stacking of graded stone aggregate at site of size range 53mm to 22.4 mm (excluding carriage )
laying of water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc.complete (payment for stone aggregate, screening, kankar, moorum and red bajri etc.to be paid separately)Base course with 63 mm to 45 mm size including stone screenings 13.2 mm size.
laying of water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc.complete (payment for stone aggregate, screening, kankar, moorum and red bajri etc.to be paid separately)Base course with 53 mm to 22.4 mm size including stone screenings 11.2 mm size.
Suppyling and stacking of stone screenings/chippings at site.13.2 mm nominal size (Type A) excluding carriage.
Suppyling and stacking of stone screenings/chippings at site.11.2 mm nominal size (Type B) excluding carriage.
Supplying and stacking of Stone dust / good earth at site,excluding carriage.
Preparation of subgrade by excavating earth to an average of 22.5 em depth, dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth upto 50 metres.
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, ,-watering, rolling each layer with half tonne roller or wooden Lor steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in :
Carriage of Material by Mechanical Transport including loading complete job a) )Stone aggregate for an avg.lead of 5 km 40 mm above
b)Stone aggregate for an avg lead of 5 km Below 40 mm
Earth for an avg lead of 1 Km
SHABIR HUSSAIN
M/S NAMGAIL DORJAY
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finance_167439.pdf
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