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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹2.1 CrRejected-AOC WARD NO 4 GOSSAIGAON TOWN P O P S GOSSAIGAON DIST KOKRAJHAR PIN 783360 | KOKRAJHAR | ASSAM | 783360 | ₹2.1 Cr | L1 | Rejected-AOC Rejected |
| 3 | L1₹2.1 CrRejected-AOC 06 LAWTOLA P O LAWTOLA P S MUKALMUA NALBARI PIN 781126 | NALBARI | ASSAM | 781126 | ₹2.1 Cr | L1 | Rejected-AOC Rejected |
| 4 | L1₹2.1 CrRejected-AOC | ₹2.1 Cr | L1 | Rejected-AOC Rejected |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
17 Oct 2023, 2:00 pmClosed
Chief Engineer (Roads), PWRD, Assam
O/o the Chief Engineer Roads, PWRD, Assam, Chandmari, Guwahati, 781003.
MMNPPNA_23_24_43 Construction of Cremation Ghat Road (From D.B. Road to Smashan Mondir) in ward no 10,11,12 under Mukhya Mantrir Nagariya Pakipath Nirman Achani (MMNPPNA) for the year 2023-24, Gauripur MB
2023_PWD_32684_58
CE/DEV/TB/08/2023-24/14
Open Tender
Civil Works
Item Rate
270 days
Gauripur MB
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,580
₹4.6 L
Yes
O/o the Chief Engineer Roads, PWRD, Assam
3 Jun 2024
2 Oct 2023
17 Oct 2023
2 Oct 2023
17 Oct 2023
10 Oct 2023
2 Oct 2023 - 9 Oct 2023
9 Oct 2023
Amount
Scarifying Existing Bituminous Surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead up to 1000m as per technical specification clause 301.4
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. Private Land.
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.
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means.
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage., 32 nos block per sqm a) including Edge block/Edge restraints, Using block 32 nos/Sqm, Basket Weave design only.
Coloured CC Block
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat
Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm
Earthwork 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 up to a lead of 50.00m ,dressing of sides and bottom and backfilling in trenches with excavated suitable material I Ordinary soil
Plain/reinforced Cement concrete in Sub structure complete as per drawings and technical specification clauses 802,804,805 ,806 ,807,1202 and 1204 A .With Crushed Stone iv) RCC Grade M25 i) For height up to 5m.
Plain/reinforced Cement concrete in Sub structure complete as per drawings and technical specification clauses 802,804,805 ,806 ,807,1202 and 1204 A .With Crushed Stone ii) PCC Grade M20 ,Hard shoulders.
Supplying , fitting and placing TMT (Fe-500D) reinforcement bar (From primary producer: TATA/SAIL/Esser Steel /Jindal Steel/Shyam Steel/RINL) in substructure complete as per drawings and techincal specification clauses 1002,1005,1010 & 1202, Qty as per annexure-VI
Providing weep holes 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 at below pipe level
RCC Guard post : Supplying , fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75 cm below the ground with M15 grade (niminal 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 23 cm strips up to 0.75m from the top alternately in black and yellow 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 4 nos,12mm dia TMT main steel bars and 6mm a) 30Cm Dia RCC Guard Post with reinforcement of 6 nos ,12mm dia TMT main Steel bars and 6mm TMT /MS Stirrups at 15 cm c/c From Ch 497m to Ch 720m @ 4M interval
Painting on concrete surface (Providing and laying 2 coats of water shed cement paint to unplastered concrete surface after cleaning the surface of dirt , dust oil , grease , efforescence and applying paint @ of 1 litre for 2 sqm
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular
Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 grade blocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted wityh primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
Construction of Railing above Covered RCC Drain (New and Existing ).
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 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 10Nominal mix 1:3:6
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing weepholes 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 clauses 614,709 ,1204.3.7
Back filling behind abutment,wing wall and return wall complete as per drawings&technical specification clause 1204.3.8 i) Granular material
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 PCC Grade M 20 Nominial mix (1:2:4)
Earth work in excavation in foundation of structures as per drawing & techniclal specifications including setting out, construction of soring and bracing, removal of stumps and other deletarious matter, dressing of sides and bottom and backfilling with approved material as MoSRT&H 304 inordinary soil by manual means (without dewatring: upto 3M depth)
Plain /Reinforced cement in open foundation complete as per drawing & technicla specifications as MoSRT&H, 1500, 1700, 2100 PCC grade M20
Plain /Reinforced cement in open foundation complete as per drawing & technicla specifications as MoSRT&H, 1500, 1700, 2100 RCC grade M20 using concrete mixure
Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications TMT IS:1786 (Fe500 D) Primary Producer TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel or equivalent
Providing and erecting overhead signs of anti-corrosive steel ( All the steel work must be TATA/SAIL/any other approved brand.) tubular framed structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specifications
Providing retro reflective sign board of high intensity grade reflective sheeting conforming to ASTMD4956 BIII specifications having approved pattern over its entire surface bonded on to 2 mm thick aluminium sheeting, the entire face of the sign shall be covered and bounded with yellow/ white/ red/ blue high intensity grade with distinctive nod pattern on front site with heat lamp vacuum applicator machine only.
Utility Shifting
SAMSUL HOQUE
MATIUR RAHMAN
MANOBENDRA SONOWAL
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