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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.3 LAccepted-AOC | ₹71.3 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹71.5 L+₹20,182.50 (0.28%)Rejected-Finance | ₹71.5 L+₹20,182.50 (0.28%) | L2 | Rejected-Finance L2 BIDDER |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documents not found in order |
| 4 | Rejected-Technical | - | - | Rejected-Technical Documents not found in order |
| 5 | Rejected-Technical P O SUKLAI P S DIMAKUCHI DIST UDALGURI PIN 784527 | UDALGURI | ASSAM | 784527 | - | - | Rejected-Technical Documents not found in order |
Tender Value
₹71.3 L
EMD Value
₹1.4 L
Closing Date
6 Feb 2021, 3:00 pmClosed
SE, PWD (R and B) Circle, Kokrajhar
O/o the SE, PWD (R and B) Circle, Kokrajhar
Construction of road from Martius Munda house to Kele Munda House Kandha House No. 2 under State Govt. Goodwill Project under SOPD-G for the year 2020-21.
2021_BoTC_20630_1
TN 163 of 2020-21 - 163/35
Open Tender
Civil Works – Roads
Works
180 days
UDALGURI
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,150
Pincipal Secretary, BTC
₹1.4 L
Yes
24 Nov 2021
1 Feb 2021
6 Feb 2021
1 Feb 2021
6 Feb 2021
1 Feb 2021
1 Feb 2021 - 6 Feb 2021
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, sapling and trees of grith up to 300 mm, removal of stumps……………excluding 150 mm in thickness as per Technical Specification Clause 201. (I) By Manual Means (A) In area of non-thorny jungle.
Dismenling od Structure: Dismenling of existing structures like culverts, bridges, retain walls and other structure comprising of masonry, cement, concrete………………lead of 100 m as per technical specification clause 202 (B) Cement Concrete.
Construction of embankment with approved material obtained ............. as per Technical Specification Clause 301.5 (i) Private land.
Construction of granular sub-base by providing well graded materials, spreading in uniform.................As per Technical Specification Clause 401. (II) For grading II Materials
Construction of subgraded and earthen shoulders with approved material.................As per Technical Specification Clause 303.1 (i) Private land.
Providing , laying, speading and compacting stone aggregates of specified sizes to water bound macadam specification…………………..grading 3 as per technical specification clause 405. (A) By manual means.
(i) Providing and laying interlocking concrete block pavement having thickness 80 mm as per technical specification clause 1504.
Extra for providing and laying Colour Interlocking Concrete Block Pavement as per technical specification clause 1504 complete including carriage.
II. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67…………………drawing and technical specification clause 1701. (v) 600 mm x 45 mm rectangular.
CROSS DRAINAGE WORK : Earthwork in excavation for structure as per drawing and technical specification clause 305.1…………………..upto a lead of 50 m dressing of side I. Ordinary soil (i) Up to 3 m depth (A) Manual means (Depth up to 3m)
PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with………………….vibration including curing for 14 days) A. With river Gravel I. PCC grade M 10 (i) Nominal mix 1:3:6
Plain cement concrete in open foundation complete as per drawing and technical specification. B. PCC grade M 15 III. PCC grade M 15 (i) Nominal mix 1:2.5:5)
Stone masonry work in cement mortar in foundation complete …………….. Clauses 702,704,1202 & 1203. I. Coursed rubble masonry (1st sort) in 1:4 cement mortar.
Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800,1205.4 and 1205.5 IV) RCC grade M20.
Providing and laying cement concrete wearing course M30 grade………………clauses 800 and 1206.3
Providing and laying filter media with granular crusher aggregate as per specification to a thickness of not…………………surface behind abutment wing
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall,……………..face complete as per drawing
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete…………………..clauses 1002,1005,1010 & 1202.
Construction of RCC railing of M30 grade in situ with 20 mm nominal size aggregate,……………………2000 mm leaving adequate space.
Drainage Spouts complete as per drawing and Technical Specification.
Planting of trees and their Maintenance for three year (Planting of trees by the road..................maintaining the plants for three years.
SAKESH MAHANANDA
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