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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹0.01 (<0.01%)Admitted-Finance ASSAM AS | MAJULI | ASSAM | 785102 | ₹1.7 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 3 | L2₹1.7 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹1.7 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 4 | L3₹1.8 Cr+₹18.3 L (11.1%)Admitted-Finance | ₹1.8 Cr+₹18.3 L (11.1%) | L3 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | ANOWAR HUSSAIN L2 | DHARANIDHAR DEKA L1 | RUPAMJIT SAHARIA L3 | DHIRAJ SAHARIA L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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.(I) By Manual Means- (a) In area of light jungle | 0.17 | Hectr | 35,000 ₹5,959.8 Lowest | 42,000 ₹7,151.76 | 45,000 ₹7,662.6 | 43,373.32 ₹7,385.61 |
| 2.00 | Excavation of roadway with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in trippers, trimming bottom and side slopes, in accordance with requirements of lines grade and cross sections, and transporting to the embankment location with a lift up to 1.5m and lead up to 1000m as per technical specification clause 302.3. | 653.78 | Cum | 50 ₹32,688.84 Lowest | 80 ₹52,302.15 | 65 ₹42,495.5 | 60.92 ₹39,828.09 |
| 3.00 | 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 Material (Gr - II ) | 368.32 | Cum | 2,200 ₹8,10,315 Lowest | 2,813 ₹10,36,098.23 | 3,200 ₹11,78,640 | 2,630.75 ₹9,68,970.99 |
| 4.00 | 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. Manual Means | 138.12 | Cum | 3,200 ₹4,41,990 Lowest | 4,200 ₹5,80,111.88 | 4,800 ₹6,62,985 | 3,886.7 ₹5,36,838.29 |
| 5.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Excluding Edge Block and Edge Restraint | 1,841.62 | Sqm | 750 ₹13,81,218.75 | 900 ₹16,57,462.5 | 990 ₹18,23,208.75 | 735.9 ₹13,55,251.84 Lowest |
| 6.00 | 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, (A) Manual Means, (I) Without dewatering, Depth up to 3.00m | 2,636.88 | Cum | 80 ₹2,10,950.62 Lowest | 80 ₹2,10,950.62 Lowest | 115 ₹3,03,241.51 | 103.73 ₹2,73,523.84 |
| 7.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone, (i) PCC M-10 | 127.53 | Cum | 5,000 ₹6,37,653 Lowest | 5,100 ₹6,50,406.06 | 5,500 ₹7,01,418.3 | 5,305.28 ₹6,76,585.54 |
| 8.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 99.87 | MT | 68,000 ₹67,91,212.25 | 62,000 ₹61,91,987.64 | 65,000 ₹64,91,599.95 | 56,027.55 ₹55,95,514.47 Lowest |
| 9.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, (A) With Crushed Stone , RCC grade M-20, Height up to 5.00m | 730.41 | Cum | 6,200 ₹45,28,568.97 | 5,800 ₹42,36,403.23 Lowest | 6,900 ₹50,39,859.02 | 6,570.84 ₹47,99,435.83 |
| 10.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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 | 1,500 | Each | 80 ₹1,20,000 Lowest | 100 ₹1,50,000 | 110 ₹1,65,000 | 119.7 ₹1,79,550 |
Tender Value
Refer Docs
EMD Value
₹3.7 L
Closing Date
9 Dec 2020, 4:00 pmClosed
SE PWD Mangaldoi Road Circle
O/o the SE PWD Mangaldoi Road Circle
SOPD_G_MLD_16 Construction of Paved Shoulder and RCC Road Side Drain including Improvement of Road junction at Karimchowk of Mangaldai Bhutiachang Road between Ch. 1300.00 m to 1700.00 m in Mangaldai Town, Mangaldai Municipalty Area
2020_PWD_19508_2
T/MLC/SOPD(G)/2020-21/50133
Open Tender
Civil Works
Item Rate
180 days
Mangaldoi
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,500
Empowered Officer, ASRB
₹3.7 L
Yes
22 Jan 2021
2 Dec 2020
10 Dec 2020
2 Dec 2020
9 Dec 2020
2 Dec 2020
2 Dec 2020 - 9 Dec 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means- (a) In area of light jungle
Excavation of roadway with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in trippers, trimming bottom and side slopes, in accordance with requirements of lines grade and cross sections, and transporting to the embankment location with a lift up to 1.5m and lead up to 1000m as per technical specification clause 302.3.
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 Material (Gr - II )
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. Manual Means
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Excluding Edge Block and Edge Restraint
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, (A) Manual Means, (I) Without dewatering, Depth up to 3.00m
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone, (i) PCC M-10
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, (A) With Crushed Stone , RCC grade M-20, Height up to 5.00m
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (i) Sandy Material
Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706)
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
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 sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 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, (iv) 80cmm x 60 cm rectangular
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 sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 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) 600mm Equilateral Sign Board
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Shifting of Electric Poles (As per Estimate submitted by APDCL)
DHIRAJ SAHARIA
ANOWAR HUSSAIN
RUPAMJIT SAHARIA
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