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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC VILL DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | KOKRAJHAR | ASSAM | 783347 | ₹2.3 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹2.3 CrRejected-AOC | ₹2.3 Cr | L1 | Rejected-AOC Not Awarded |
| 3 | L1₹2.3 CrRejected-AOC VILL BALADOBA P O SOUTH SALMARA DIST DHUBRI ASSAM | ₹2.3 Cr | L1 | Rejected-AOC Not Awarded |
| 4 | L1₹2.3 CrRejected-AOC VILL EWS HOUSING COLONY P O HATIGAON DIST KAMRUP METRO ASSAM | KARBI ANGLONG | ASSAM | 782136 | ₹2.3 Cr | L1 | Rejected-AOC Not Awarded |
| 5 | L1₹2.3 CrRejected-AOC MATIFATA HOUSE NO 59 FAKIRGANJ P O RAVATARY P S FAKIRGANJ DIST DHUBRI PIN 783330 | DHUBRI | ASSAM | 783330 | ₹2.3 Cr | L1 | Rejected-AOC Not Awarded |
Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
19 Jan 2022, 2:00 pmClosed
Chief Engineer (Roads), PWRD, Assam
O/o the Chief Engineer (Roads), PWRD, Assam, Chandmari, Guwahati, 781003
RE_RIDF-XXVII_South Salmara_01 Improvement and strenghtening of Road cum Bundh on L/B of River Brahmaputra South Salmara area-South Salmara College to Tumni under RIDF-XXVII of NABARD for the year 2021-22 south salmara LAC
2021_PWD_23865_10
CEDEV/RIDFXXVII/210/2021-22/01
Open Tender
Civil Works
Item Rate
365 days
South Salmara
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,600
Empowered Officer, Assam State Road Board
₹5.1 L
Yes
Development Branch, O/o the Chief Engineer (Roads)
27 Jun 2022
29 Dec 2021
19 Jan 2022
29 Dec 2021
19 Jan 2022
7 Jan 2022
29 Dec 2021 - 19 Jan 2022
5 Jan 2022
Amount
Clearing and grubbing of road land including up rooting rank vegetation grass,bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (I) By manual Means (b) In area of non thorny jungle
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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 a) Private Land
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, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. (a) Private Land
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (ii) For Grading II Material
Water Bound Macadam Sub-base/base WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III 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 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.
Interlocking pavement block (i) Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints
Direction and Place Identification signs upto 0.9 sqm size board A. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
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.
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c
Construction of RCC Guard Wall with saucer drain:- 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. I Ordinary soil Upto 3 m depth
Providing stone brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (a) Bricks on flat soling
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. C (I)RCC Grade M20 Case I Using concrete mixer
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Construction of Brick Masonry Drain:- 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. I Ordinary soil Upto 3 m depth
Providing stone brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (a) Bricks on flat soling
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Construction for RCC gates for prohibition of movement of Heavy Vehicles as per approved designs:- 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. I Ordinary soil Upto 3 m depth
Providing stone brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (a) Bricks on flat soling
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. C (I)RCC Grade M20 Case I Using concrete mixer
Plain/Reinforced cement concrete, in super structure complete as per drawing and technical specification including steel shuttering formwork. C (I)RCC Grade M20 Case I Using concrete mixer
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in foundation complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in super-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Providing and erecting direction and place identification retro-reflectorised sign, fixed over MS sheeting, 3mm thick with area exceeding 0.9sqm supported on a mild steel hollow bar 50mm x 50mm x 4mm supported on 200mm dia RCC column as per drawing and detailed specification
Lettering and arrow marks on signboard to be provided seperately as per actual requirement.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations showing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
Alimuddin Mondal
MOSTAQ MOHAMMAD MOKSEDUR HASSAN
Mizanur Karim Sarkar
SHAMIM AMEEN
MANOJ KR. HARLALKA
UNICON PROJECTS PVT. LTD.
Ahmed Nur Alom
ABDUL GOFUR MOLLAH
ETI SAHA
Mahmud Hassan
M/S NANDINI INFRASTRUCTURE
Prasanta Dey
Aminur Rahman
Abdul Jobber Ali
DIPANKAR BOSE
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