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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹1.4 CrAdmitted-Finance | ₹1.4 Cr | Admitted-Finance |
| 2 | ₹1.5 CrAdmitted-Finance PROP SUMAN AHMED 10TH BYE LANE DISPUR GUWAHATI KAMRUP M ASSAM | KAMRUP | ASSAM | 781030 | ₹1.5 Cr | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MORAMI ENTERPRISE | M/S SUJAAN ENTERPRISE |
|---|---|---|---|---|---|
| 1.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) From private land | 1,246.65 | Cum | 5,39,961.51 ₹5,39,961.51 Lowest | 5,39,961.51 ₹5,39,961.51 Lowest |
| 2.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) From private land | 854.1 | Cum | 4,53,416.07 ₹4,53,416.07 Lowest | 4,53,416.07 ₹4,53,416.07 Lowest |
| 3.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401
For Grading -II materials | 569.4 | Cum | 19,92,900 ₹19,92,900 | 18,03,215.78 ₹18,03,215.78 Lowest |
| 4.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. )
(iii) WBM, Grading - III
(b) Using Screening Type-B (11.2mm Agg.) | 213.53 | Cum | 9,60,885 ₹9,60,885 | 9,16,917.04 ₹9,16,917.04 Lowest |
| 5.00 | Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.
(a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. | 2,847 | Cum | 33,05,594.76 ₹33,05,594.76 Lowest | 33,05,594.76 ₹33,05,594.76 Lowest |
| 6.00 | Retro reflectorised Traffic sign:
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand). 80cmm x 60 cm rectangular | 6 | Cum | 45,222.6 ₹45,222.6 Lowest | 45,222.6 ₹45,222.6 Lowest |
| 7.00 | Slab Culvert & Stone Masonary:
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.
I ) In ordinary soil A) Manual Means
(b) Depth up to 3.00 m ( with dewatering ) | 724.33 | Cum | 99,855.44 ₹99,855.44 Lowest | 99,855.44 ₹99,855.44 Lowest |
| 8.00 | Removal of Unsuitable Soil with Disposal upto 1000 m
Item No.Description Unit Rate (Rs.) Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 cum 60.00 Note: This item does not include replacement of unsuitable soil by suitable soil
Replacement,Where required, is to be provided and paid seperately under
Clause 303.5.2 | 65.71 | Cum | 16,625.29 ₹16,625.29 Lowest | 16,625.29 ₹16,625.29 Lowest |
| 9.00 | Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works. | 55.91 | Cum | 1,45,145.71 ₹1,45,145.71 Lowest | 1,45,145.71 ₹1,45,145.71 Lowest |
| 10.00 | 11.4 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
II P.C.C grade M 15
Nominal mix 1:2.5:5 (Hand mixing) cum 5,252.80 | 37.55 | Cum | 2,22,913.71 ₹2,22,913.71 Lowest | 2,22,913.71 ₹2,22,913.71 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
23 Jun 2025, 12:00 pmClosed
Executive Engineer PWD JTRD Fancy Bazar
Executive Engineer PWD JTRD Fancy Bazar
Balance estimate of Construction of Olimai Bhuyan path near at PWD Chowk 2 Malaya path om shanti ashram path 3 Pragjyotish nagar byelane 11 Under Mukhya Mantrir Nagariya Pakipath Nirman Achani for the year 2023 24 under West Guwahati Territoria
2025_PWD_44870_1
CS/JTRD/SOPD-G/53/2025-26
Open Tender
Civil Works – Roads
Item Rate
180 days
Pragjyotish Nagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,900
Yes
₹2.9 L
Yes
Executive Engineer PWD JTRD Fancy Bazar
8 Jul 2025
13 Jun 2025
23 Jun 2025
13 Jun 2025
23 Jun 2025
17 Jun 2025
14 Jun 2025 - 14 Jun 2025
16 Jun 2025
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 For Grading -II materials
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) (iii) WBM, Grading - III (b) Using Screening Type-B (11.2mm Agg.)
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand). 80cmm x 60 cm rectangular
Slab Culvert & Stone Masonary: Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil A) Manual Means (b) Depth up to 3.00 m ( with dewatering )
Removal of Unsuitable Soil with Disposal upto 1000 m Item No.Description Unit Rate (Rs.) Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 cum 60.00 Note: This item does not include replacement of unsuitable soil by suitable soil Replacement,Where required, is to be provided and paid seperately under Clause 303.5.2
Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.
11.4 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 II P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) cum 5,252.80
17.45 1400 & 2200 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications A Random Rubble Masonry cum
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
17.46 1500,1700 & 2200 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser,E RCC Grade M20,Case I Using concrete Mixer
17.49 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
17.50 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification,Sandy material cum 1326.00
2)Malay Path (Om Shanti Ashram path) Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) From private land
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 For Grading -II materials
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) (iii) WBM, Grading - III (b) Using Screening Type-B (11.2mm Agg.)
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand). 80cmm x 60 cm rectangular
Slab Culvert & Stone Masonary: Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. I ) In ordinary soil A) Manual Means (b) Depth up to 3.00 m ( with dewatering )
Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.
11.4 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 II P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) cum 5,252.80
17.45 1400 & 2200 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications A Random Rubble Masonry cum
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
17.46 1500,1700 & 2200Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser,E RCC Grade M20,Case I Using concrete Mixer
17.49 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.each 182.00
17.50 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification,Sandy material cum 1326.00
3.4 Construction of Embankment with Material Obtained from Borrow Pits 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 (i) Private Land cum 228.50
3.14 Construction of Subgrade and Earthen Shoulders 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. (i) Private Land cum 300.60
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 For Grading -II materials
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) (iii) WBM, Grading - III (b) Using Screening Type-B (11.2mm Agg.)
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
RCC Cover Drain & Load Bearing 11.1 Excavation for Structures 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 cum 113.00
Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.
11.4 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,II P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) cum 5,252.80
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
17.46 1500,1700 & 2200 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser,r,E RCC Grade M20 a) Height upto 5m Case I Using concrete Mixer cum 6551.00
17.49 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.each 182.00
17.50 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification,Sandy material cum 1326.00
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