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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC BARLAWGAON P O KALIAGAON DIST CHIRANG BTR ASSAM | ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.8 Cr+₹1.9 L (1.10%)Rejected-AOC | ₹1.8 Cr+₹1.9 L (1.10%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
8 Feb 2021, 2:30 pmClosed
Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar
Construction of Road from R.D. Road (Barkhopa Siva Mandir) to Gerua under State Govt. Goodwill projects, SOPD for the year 2020-21.
2021_BTC_20823_1
ACE- 91/MSLPR/GWMP/2020-21/7
Open Tender
Civil Works – Roads
Item Rate
365 days
Baksa District
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,200
Principal Secretary, BTC, Kokrajhar
₹3.5 L
Yes
23 Mar 2021
2 Feb 2021
8 Feb 2021
2 Feb 2021
8 Feb 2021
2 Feb 2021
2 Feb 2021 - 8 Feb 2021
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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) By Manual Means (i) In area of non thorny jungle.
Construction of Embankment with approved materials obtained from borrowpits, with a lift up to 1.5 m 1. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with alead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land ( C/S area as per Statement-I)
Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-21 with lead upto 1000 m as per Technical Specification Clause 303.1 ( i) Private Land (C/S area as per Statement-I)
Construction of granular sub-base 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 Clause 401. II) For Grading Il Material
WBM Grading 3: Using stone screening type A 13.2mm for Gr 3 :- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80- 100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clouse 405 (a) By Manual means
Inter locking Concrete Block pavement. (i) Providing and laying Interlocking Concrete Block Pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 complete including carriage.
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.
Traffic Signs 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 fixed over aluminium 10.2 sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 Earn (A) i mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral tringle
(iii) 600 mm circular
(iv) 800mm x 600mm rectangle
Kilometer stone Reinforced cement concrete M15 grade k.m. stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)
ii) 200 m Stone (Precast)
ANALYSIS OF RATE FOR 1000 MM DIA NP-3 HUME PIPE CULVERT (SINGLE OPENING) L.=7.50 M. Earth work in excavation for foundation of structure as per drawing and tech. Specification cl: 305 including setting out construction of choring and and bracing removal of stumps and other deleterious materials and disposal upto a lead of 50m , dressing of sides and bottom and back filling in trences with excavated suitable materials i) in ordinery soil ii) up to 3m depth.
Bedding for Pipe 9.2 Laying concrete cradie bedding with M15 Grade 1 Cement Concrete as per Clause 1105 (i)
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,8031202 & 1203 (A) With crushed stone (II) P.C.C. grade M 15
Providing and Laying RCC NP3 in Single Row Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, coccrete and masonary works in head walls and parapets Clause 1106. (B) 1000 mm dia
Brick Masonary work Brick masonary work in cement morter in foundation of 11.5 Head Wall excluding pointing and plastering as per drawing and technical specifications clause 1109.
Brick Masonary work Brick masonary work in cement morter in substructure complete excluding pointing and plastering as per 12.1 drawing and technical specifications clause 602, 603, 604, 1202 and 1204.
Plastering Plastering with cement mortar ( 1:4 ) 15mm thick on brick work in substructure as per technical specification Rate.
ANALYSIS OF RATE FOR PROTECTION WALL CONSIDERING 10.00M OF LENGTH WITH R.C.C. POST @ 2.00M. C/C) E/Work 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 other deleterious material and disposal upto a lead of 50 m., dressing sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3.0 m. depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steell Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807. 1202 ans 1204 III. RCC Grade M20 for height upto 5 m
Providing and laying reinforced cement concrete in superstructure as per A With crushed stone drawing and technical specification Clause 800. 1205.4 and 1205.5. III. RCC grade M 20 a) Height upto 5.0 m.
Providing concrete for plain/reinforced concrete in open foundations 1202 & 1203 complete as per drawing and technical specification Clause 802, 803, A. With crushed stone III. PCC grade M20 Nominal mix (1:2:4)
Providing weep wholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20(H) towards drawing face complete as per drawing and Technical Specification Clause 614, 709, 1204.3.7.
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