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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC | ₹3.6 Cr | L1 | Accepted-AOC Contract Agreement Signed with the Qualified Bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹3.6 Cr
EMD Value
₹7.3 L
Closing Date
12 Dec 2018, 2:00 pmClosed
Chief Engineer, PWD (EAP), Assam, Fatashil
O/o the Chief Engineer, PWD (EAP), Assam, Fatashil
Construction of Dillaji Road (Rongklarbong) in Karbi Anglong District
2018_PWD_10206_1
CE/APART/2018/NOCP/ROADS/7
Open Tender
Civil Works – Roads
Works
365 days
Karbi Anglong District
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
State Project Director, ARIAS Society
₹7.3 L
5 Jun 2020
4 Dec 2018
14 Dec 2018
4 Dec 2018
12 Dec 2018
4 Dec 2018
Amount
Clearing and grubbing road land Clearing and grubbing of road land including up rooting rank vegetation grass, bush, shrubs saplings and tress of grith up to 300mm removal of stumps of trees cut earliar and disposal of unserviceable materials & staking of serviceable metarial to be used or auctioned, up to a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. as per technical spacification clause 201(1) By Manual means-(a) in area of non thormy jungle.QTY:(3000x2x3.75=2.25 Hectare)
Construction of embankment with materials obtaine from borrow pits, Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading grading to required slop and compacting to meet required of Tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause. 301.5(a) Private land.
Construction of embankment with materials obtaine from Roadway cutting: Construction of embankment with approved materials deposited at site from road way cutting and excavation from draion foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause. 301.5
Excavtion in cutting in soil by manual means with lead up to 50m: Excavtion for road way in soil using by manual means for carrying of cut earth embankment site with llift up to 1.50m: and lad 50m as per technical specification clause. 302.3
Construction of Sub-grade and earthen shoulders 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 compacting to meet required of table 300.2 with lead upto 1000m as per technical specificationclause 303.1 (a) Private land
(A) By mix Place Method:- Construction of granular sub-base by prevelling well gradeed 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 achive the desired, conplete as per Technical Specification Clause.401(a) Private land.(1) For Grading Material (Gr-II) GSB
Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405 By Manual Means Using stone Screening Type-B(11.2mm Agg):(III) Grading-II (A) By manual Means
Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405 Hand Broken matel from blasted boulder Using stone Screening Type-B(11.2mm Agg):(II) Grading-III (A) By manual Means
A) Inter Locking concrete Block Pavement Providing and Laying interlocking concrete block pavement (M-40) having thickness 80mm as per technical specification clause 1504 complete including carriage up to 50km (b) Excluding Edge block/restraints.
A) Retro- reflectorised Traffic signs 1. Providing and fixing of retroreflectorised cautionary ,mandatory and informatory sign as per IRC :67 made of encapsulated lens type complte a per cl 801.v. 600mmx450mm rectangular
A)Dirction & erecting place identification sign board 1. Providing and erecting Dirction & erecting place identification retroreflectorised sign a per IRC 17012.3 fixed over aluminium sheeting complte a per cl 1701.
Kilometre Stone Reinforced cement concrete M15 grade KM stone complete as pr cl. 1703 ii) Ordinary KM stone (precast)
Kilometre Stone Reinforced cement concrete M15 grade KM stone complete as pr cl. 1703 iii) 200 M stone(prcast)
Construction o RCC guide post oo 250 mm dia M-15 grade concrete cast in situ with 20mm nominal size aggrgates true to line and level as per cl. 1608.20
Providing concrete for plain/reinforced concrete in open oundation complete as per drawing and technical specification as per cl.802,803 M-20 grade concrete at th edge of ICBP.(2x0.15x0.36x4.05+2x0.15x0.36x3000)=324.44 cu.m.
Providing & laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 and technical specification cl. 1301 complete including carriage.
Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil : Upto 3 m depth
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed stone. Grade M10 : Nomonal mix 1:3:6
Laying (first class ) Bedding on well compacted sand, moorum or approved granular materials as per clause 11059 (ii) Granular materials
Brick masonary work in cement morter in sub structure Brick masonary work in cement morter in sub structure complete excepting pointing and plastering, as drawing and Technical specification Clause 602,603, 604,1202 & 1204 In 1:3 cement morter.
Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet Clause 1106.(B)1000 mm dia
Plastering with cement morter (1:4) 15mm thick on brick work in sub-structure as per Technical specification.
North East Plantations & Commercial Pvt Ltd
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