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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹23.2 LAccepted-Finance | 1st | Accepted-Finance As per the comparative | |
| 2 | 2nd₹26.9 L+₹3.7 L (16.1%)Accepted-Finance | 2nd | Accepted-Finance As per the comparative | |
| 3 | 3rd₹27.9 L+₹4.7 L (20.4%)Accepted-Finance | 3rd | Accepted-Finance As per the comparative | |
| 4 | 4th₹28.8 L+₹5.6 L (24.3%)Accepted-Finance DHA BEMA | 4th | Accepted-Finance As per the comparative |
Tender Value
₹33.1 L
EMD Value
₹66,280
Closing Date
17 Oct 2020, 4:00 pmClosed
Executive Engineer RnB Division Leh
Executive Engineer RnB Division Leh
Construction of approach road from Chilam Yokma to Shachukul by way of cutting filling and chain link fencing under SDP
2020_PWD_1130_1
E Tender 45 of RnB Div Leh dated 10-10-2020
Open Tender
Civil Works - Others
Item Rate
30 days
Leh
As per NIT
5 documents required · 5 mandatory
₹1,000
Yes
Payable To Executive Engineer RnB Division Leh
₹66,280
Yes
20 Feb 2021
10 Oct 2020
20 Oct 2020
10 Oct 2020
17 Oct 2020
10 Oct 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm indepth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: a ) All kinds of soil
b ) Soft rock
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 depressionslead upto 50 mtr and lift upto 1. 5 mtr. 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 third and top-most layer with power roller of minimun 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead upto 50 mtr. and lift upto 1.5 mtr. in : All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains,pipes and cables etc. (not exceeding 1.5mtr in width or1 Osqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr. : All kinds of soil
Random Rubble masonry with hard stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 fine sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) including carriage complete job.
Supply and fixing at site 2.0 m high angle iron 40x40x 5 mm posts placed every 8ft centre to centre embedded in cement concrete blocks, with GI staples, turn buckles etc . Complete ( cost of earth work and concrete to be paid for separately:
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 100x 100mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer - in - charge. Made of G.I wire of dia 4mm
Centring and shuttermg including strutting, propping etc. and removal of form for· Foundations: footings, bases of columns etc. for mass concrete.
Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size )
M/S KONCHOK TSULTIM GOVT CONTRACTOR
M/S LOBZANG TANDAR GOVT CONTRACTOR
M/S TASHI PHUNTSOG GOVT CONTRACTOR
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