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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹10.4 LAccepted-Finance | 1st | Accepted-Finance As per the comparative | |
| 2 | 1st₹10.4 LAccepted-Finance | 1st | Accepted-Finance As per the comparative | |
| 3 | 1st₹10.4 LAccepted-Finance | 1st | Accepted-Finance As per the comparative | |
| 4 | 1st₹10.4 LAccepted-Finance DHA BEMA | 1st | Accepted-Finance As per the comparative | |
| 5 | 1st₹10.4 LAccepted-Finance | 1st | Accepted-Finance As per the comparative |
Tender Value
₹14.9 L
EMD Value
₹60,000
Closing Date
2 Mar 2021, 4:00 pmClosed
Executive Engineer RnB Division Leh
Executive Engineer RnB Division Leh
Construction of link road to Klakbuk Mohallah Yerath by way of cutting filling 2 nos 1 mtr span culvert and side drain Under Capex Budget
2021_PWD_2390_3
E tender no 111 of RnB Division Leh
Open Tender
Civil Works - Others
Item Rate
30 days
Leh
As per Nit
5 documents required · 5 mandatory
₹1,000
Yes
Executive Engineer RnB Division Leh
₹60,000
Yes
19 May 2021
24 Feb 2021
3 Mar 2021
24 Feb 2021
2 Mar 2021
24 Feb 2021
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in: All kinds of soil:
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)including carriage complete job.
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)(Including carriage complete job)
.Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level . Thermo-Mechanically Treated bars of grade Fe-500D or more.(Including carriage complete job)
Centering and shuttering including strutting, propping etc. and removal of form for: a ) Foundations, footings, bases of columns etc. for mass concrete.
b ) Columns, pillars, piers, abutments, posts and struts.
c ) Suspended floors, roofs, landings, balconies and access platforms
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Dry stone pitching ( any thickness ) including cost of stone . On Horizontal. Including carriage complete job.
Providing and laying of M.S pipe for crossing including trench excavation, laying of pipe in proper grade and slope , refiling the earth and make the surface good , including carriage etc complete job. M.S pipe 300 mm dia .(Including carriage complete job)
M/S TSERING GYALTSAN GOVT. CONTRACTOR
M/S KONCHOK NAMGYAL
M/S TASHI PHUNCHOK GOVT CONTRACTOR
M/S KONCHOK RANGDOL
M/S TASHI ANGDUS
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