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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.7 LAccepted-AOC | ₹73.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹73.7 L+₹1,066 (0.01%)Rejected-AOC C O SOBHA RAMCHIARY VILL GOLDINGPARA P O PAMUA PATHAR P S MUSHALPUR DIST BAKSA BTC ASSAM PIN 781372 | GOLDINGPARA | BAKSA | ASSAM | 781372 | ₹73.7 L+₹1,066 (0.01%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | - | - | Not Admitted-Fee/PreQual/Technical Others-Hardcopy not submitted |
| 4 | Rejected-Technical | - | - | Rejected-Technical reject |
| 5 | Not Admitted-Fee/PreQual/Technical J D ROAD WARD NO 4 P O KOKRAJHAR P S KOKRAJHAR DIST KOKRAJHAR BTR ASSAM | KOKRAJHAR | ASSAM | 783331 | - | - | Not Admitted-Fee/PreQual/Technical Others-Hardcopy not submitted |
Tender Value
₹73.7 L
EMD Value
₹1.5 L
Closing Date
4 Mar 2023, 1:30 pmClosed
the Addl. Chief Engineer, PWD
O/o the Addl. Chief Engineer, PWD
Construction of CC Block road from Dhanbil to Chirisbari under SOPD for the financial for the year 2022-23. (Length-900.00m) Pkg No.92_1
2023_BTC_29454_1
No. ACE- 106/PWD/IFB/2021-22/144
Open Tender
Civil Works – Roads
Item Rate
180 days
Baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
₹1.5 L
Yes
O/o the Addl. Chief Engineer, PWD
18 Mar 2023
21 Feb 2023
4 Mar 2023
21 Feb 2023
4 Mar 2023
21 Feb 2023
21 Feb 2023 - 1 Mar 2023
1 Mar 2023
Amount
2.2 Clearing and Grubbing road land including uprooting rank vegetation grass bushes shrubs sampling and trees girth up to 300mm removal stumps of trees cut earlier and disposal of unerviceable materials and staking of serviseable materials to be use or acutioned up to a lead of 1000m including removal and disposal of top orgenic soil not exceeding 150mm in thickness as per MORTH specification 201. i) By Manual Means (A) In area of non thorny jungle
3.4 Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. a from rivate land
3.14 Construction of sub-grade and earthen shoulders with approved materials 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 1000m. as per technical specification clause 303.1 (a) from private land
4.1 Construction of granular sub-base by providing well graded meterials, 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 achieved the desired density, complete as per technical specification clause 401 . (ii) for radin Il material
4.7 Water Bound Macadam Sub- base/ base (only for (PMGSY work) WBM Grading 3 Using stone screening Type - A 13.2 mm for Gr 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming,stone screening to fill - up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual means
6.7 (A) i) a Interlocking Concrete Block Pavement with Edge Restrain. Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 a) including Edge block/ Edge restraints
16.38 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive Of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
14.12 Single bamboo spur and palisading of whole 2nd class bamboo (jati or Bethua) 65 mm to 75 mm dia and closely packed & driven, including fitting,fixing with half bamboo kamis horrizontally in three rows with cane or tyingwire complete and struts 1500 mm apart longitudinally and providing brushwood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 1800 mm above ground on average.( From ch. 150.00 m to 350.00 m)
Traffic Signs 10.2(A).(l). Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixing over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801 (ii) 60 cm equiateral Triangle
16.38/307 Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Ramen Ramchiary
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