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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.8 LAccepted-AOC ASSAM AS | L1 | Accepted-AOC AOC awarded | |
| 2 | L1₹72.8 LRejected-AOC | L1 | Rejected-AOC Not awarded | |
| 3 | L1₹72.8 LRejected-AOC | L1 | Rejected-AOC Not awarded | |
| 4 | L1₹72.8 LRejected-AOC | L1 | Rejected-AOC Not awarded | |
| 5 | L2₹74.6 L+₹1.8 L (2.52%)Rejected-AOC TINGRARI CHARILAI DIBRUGARH | DIBRUGARH | ASSAM | 785675 | L2 | Rejected-AOC Not awarded |
Tender Value
₹76.6 L
EMD Value
₹1.5 L
Closing Date
30 Jan 2020, 4:00 pmClosed
S.E. P.W.D. Dibrugarh Road Circle
o/o the S.E. P.W.D. Dibrugarh Road Circle
Improvement of approach road to Radha Krishna Ashram , Baragolai under ASOM DARSHAN for the year 2019-20
2020_PWD_15871_2
DRC-XIII/16/98/NIT/TSK/ 129
Open Tender
Civil Works
Item Rate
180 days
Margherita
Please Refer Tender documents
6 documents required · 6 mandatory
₹2,200
Empowered Officer, ASRB, Assam
₹1.5 L
Yes
21 Jul 2020
20 Jan 2020
1 Feb 2020
20 Jan 2020
30 Jan 2020
20 Jan 2020
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thick ness as per Technical Specification Clause 201.0 i) By Manual Means A) In area of non-thorny jungle
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical specification Clause 302.3
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land
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
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 (with an initial lead of 5 km) for grading- II Material
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 80-100 KN s in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate, watering and compacting to the reqd. density grading 2 as per Technical Specification Clause 405 (B) With Grading- III,
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504,including carriage(including Edge Block/Edge Restraints )
Providing and laying coloured interlocking concrete block pavement(ICBP)(Consisting 15 having thickness 80mm as per technical specification clause 1504,including carriage(including mm thick colour pigment) conforming to IS : 15658-2006 including all lead and lift complete as per Technical specification and as directted
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 tree
Providing and fixing of road stud 100 x 100 mm dia cast in aluminium , resistant to corrosive effect of salt and grit , fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS : 873 (Part 4) 1973
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil : Manual means, upto 3m depth
Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 1109. (Face Wall)
Bedding for pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) Granular Material
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (A) 1000 mm dia
Providing co concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203 II) P.C.C. grade M 15 Nominal mix 1: 2: 5:5
ROUTINE MAINTENANCE
1st year Maintenance
2nd year Maintenance
3rd year Maintenance
M/s Saumar Construction
Kalyan Chetia
Pranjal Neog
m/s pranjal construction
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