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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹11.8 L+₹20 (<0.01%)Accepted-AOC HOUSE NO 3 DIMORUGURI ANIL BORA PATH BARHAMPUR NAGAON ASSAM 782003 | NAGAON | ASSAM | 782003 | L2 | Accepted-AOC AWARDED | |
| 2 | L1₹11.8 LRejected-AOC | L1 | Rejected-AOC NOT AWARDED | |
| 3 | L2₹11.8 L+₹20 (<0.01%)Rejected-AOC | L2 | Rejected-AOC NOT AWARDED | |
| 4 | L2₹11.8 L+₹20 (<0.01%)Rejected-AOC BORHOLLA P O P S BORHOLLA DIST JORHAT PIN 785631 ASSAM | NA | NA | 785631 | L2 | Rejected-AOC NOT AWARDED | |
| 5 | L2₹11.8 L+₹20 (<0.01%)Rejected-AOC | L2 | Rejected-AOC NOT AWARDED |
Tender Value
₹13.1 L
EMD Value
₹26,000
Closing Date
25 Jun 2020, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandma
O/o the Chief Engineer, PWD, Roads, Assam, Chandma, Guwahati-781003
SOPD_G_19_20_57_G Construction of Road from RCC Box Culvert No. 1/1 over Hajokhorong Jan on Seuj Path to Mission compound approach road under PWD Golaghat and Khumtai Territorial Road Division, under SOPD-G for the year 2019-20, Golaghat LAC.
2020_PWD_17808_7
CE/DEV/TB/504/2019-20/30
Open Tender
Civil Works
Item Rate
270 days
Golaghat
Please refer Tender documents.
6 documents required · 6 mandatory
₹400
Yes
Empowered Officer, ASRB
₹26,000
Yes
O/o the Chief Engineer, PWD, Roads, Assam, Chandma
31 Mar 2021
5 Jun 2020
26 Jun 2020
5 Jun 2020
25 Jun 2020
11 Jun 2020
5 Jun 2020 - 25 Jun 2020
11 Jun 2020
Amount
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 i)PCC M15
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ii) PCC M20
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC grade M25
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 RCC M25
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M20 in Superstructure
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading-II
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
ABHIJIT BORDOLOI
GOUTAM PINCHA
Gobin Bora
Tarun Bora
Bedanta Protim Hazarika
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