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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC MANGALDAI | BARPETA | ASSAM | 781308 | ₹2.6 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹2.6 CrRejected-AOC | ₹2.6 Cr | L1 | Rejected-AOC Not Awarded |
| 3 | L1₹2.6 CrRejected-AOC GHORASAL CITY TOWN SIPAJHAR P O P S SIPAJHAR DIST DARRANG PIN 784145 | DARRANG | ASSAM | 784145 | ₹2.6 Cr | L1 | Rejected-AOC Not Awarded |
| 4 | L1₹2.6 CrRejected-AOC | ₹2.6 Cr | L1 | Rejected-AOC Not Awarded |
| 5 | L1₹2.6 CrRejected-AOC | ₹2.6 Cr | L1 | Rejected-AOC Not Awarded |
Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
24 Apr 2023, 2:00 pmClosed
Chief Engineer, PWRD, Assam, Chandmari, Ghy-03
O/o Chief Engineer, PWRD, Assam, Chandmari, Ghy-03
Construction of embankment cum Road on Noanadi L/B embankment from Bahjani to N.H-15 (from Ch. 6500m to Ch. 8500m) (L-2.00Km) under RIDF-XXVIII of NABARD for the year 2022-23 of Darrang District (Mangaldoi LAC)
2023_PWD_30321_20
CE/Commn/01/ RIDF-XXVIII/2022-23/5
Open Tender
Civil Works – Roads
Item Rate
365 days
Mangaldai
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,600
₹5.7 L
Yes
25 Aug 2023
4 Apr 2023
24 Apr 2023
4 Apr 2023
24 Apr 2023
4 Apr 2023
4 Apr 2023 - 24 Apr 2023
Amount
Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 (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 1.5m, 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 (a)From Private land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land
Granular Sub -base with Well Graded Material (Table 400.1) 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
WBM Grading 3 Using stone sceening Type- B 11.2mm 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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.
Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 600mm equilaterial triangle
Providing & fixing of retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 8 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 600mm circular
Reinforced cement concrete M15 Grade Kilo Metre 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)
Reinforced cement concrete M15 Grade Kilo Metre 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. 200th meter stone
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. 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.
Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
RCC Guard Wall & Saucer Drain Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth
Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i ) PCC grade M-10, Nominal Mix
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specifications including steel shuttering formwork. B) PCC Grade M20
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1000 and 1202
Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i ) PCC grade M-10, Nominal Mix
Brick Masonry Drain Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth
Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i ) PCC grade M-10, Nominal Mix 1;3;6
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specifications including steel shuttering formwork. B) PCC Grade M20
Slab Culvert Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth
Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i ) PCC grade M-10, Nominal Mix 1;3;6
Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 including steel shuttering formwork. B) RCC Grade M20 (i) For height upto 5m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1002,1005,1010 and 1202
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam steel/ RINL) in foundation complete as per drawing and technical specifications Clauses 1002,1010 and 1202
Providing and laying reinforced cement concrete, in superstructure as per drawing and technical specifications clause 800,1205.4 and 1205.5 (B) With Crushed stone (i ) RCC M-25, (A) Height upto 5M
Providing and laying wearing cement concrete wearing course M30 Grade including reinfofcement complete as per drawing and technical specifications clause 800 and 1206.3 (A) With Crushed stone
Drainage spouts complete as per drawing and technical specification clause 1209
Providing and filling joint sealing compound as per drawing and technical specifications with coarse sand and 6 percent bitumen by weight.
Providing weepholes in brich masonary/stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100mmm 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 specifications clauses 614,709, 1204.3.7.
KABENDRA DEKA
KAUSHIK KUMAR CHOUDHURY
Md Nabirul Islam
Sri Nripen Deka
MOHAN CHANDRA BARO
SRI AMAL BARUAH
SANJAY KUMAR AGARWALLA
BHUBANESWAR BARUAH
FIROJ ALI
UPEN DEKA
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