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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹1.9 CrRejected-AOC M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | ₹1.9 Cr | L2 | Rejected-AOC NOT AWARDED |
| Sl No | Description | Qty | Unit | M/S S & J ASSOCIATES L1 | Sri Dhrubajyoti Kakati L2 |
|---|---|---|---|---|---|
| 1.00 | 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- (a) In area of non thorny jungle | 0.52 | Hect | 52,000 ₹26,780 | 55,000 ₹28,325 |
| 2.00 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
i) Girth above 300 mm to 600 mm | 7 | Nos | 250 ₹1,750 | 285 ₹1,995 |
| 3.00 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
ii) Girth above 600 mm to 900 mm | 12 | Nos | 450 ₹5,400 | 500 ₹6,000 |
| 4.00 | Dismantling of existing structure like culverts, bridge, retaining walls and other structure comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical specification | 202.5 | Cum | 250 ₹50,625 | 280 ₹56,700 |
| 5.00 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m)
(a) Private Land
At top and shoulder portion | 5,150 | Cum | 80 ₹4.1 L | 90 ₹4.6 L |
| 6.00 | (A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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) | 585.4 | Cum | 3,000 ₹17.6 L | 3,000 ₹17.6 L |
| 7.00 | WBM 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 smooth wheel roller 80-100 kN 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 grading 2 as per Technical Specification Clause 405.
(A) By Manual Means | 580.85 | Cum | 4,800 ₹27.9 L | 5,000 ₹29.0 L |
| 8.00 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints | 7,725 | Sqm | 1,230 ₹95.0 L | 1,225 ₹94.6 L |
| 9.00 | 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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801
(i) ii. 600mm equilateral triangle | 10 | Each | 3,500 ₹35,000 | 3,500 ₹35,000 |
| 10.00 | 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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801
(i) ii. 900mm side octagon | 1 | Each | 7,991.74 ₹7,991.74 | 8,500 ₹8,500 |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
22 Jan 2026, 2:00 pmClosed
Chief Engineer PWRD,Assam,Guwahati-03
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of Barni Barchali Road( CH 0.00M TO CH 1000.00M and CH 2750.00M TO CH 3810.00M)under NDRF (PDNA 2022) for the year 2025-26.
2026_PWD_50183_4
CE/Commn/192/2025-26/24
Open Tender
Civil Works – Roads
90 days
Kamrup
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,869
₹3.9 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
9 Mar 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
12 Jan 2026 - 22 Jan 2026
16 Jan 2026
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- (a) In area of non thorny jungle
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. i) Girth above 300 mm to 600 mm
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. ii) Girth above 600 mm to 900 mm
Dismantling of existing structure like culverts, bridge, retaining walls and other structure comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical specification
(A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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)
WBM 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 smooth wheel roller 80-100 kN 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 grading 2 as per Technical Specification Clause 405. (A) By Manual Means
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 600mm equilateral triangle
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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 900mm side octagon
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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 600mm circular
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 75mm * 75mm * 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm * 450mm * 600mn , 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) ii. 600 x 450 mm rectangular
Kilometer stone -Reinforced cement concrete M15 grade kilometer 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)
Rumble Strip Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth heeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Providing and Fixing 'Logo' of CMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate will be welded with MS flat iron 25mmx5mmx size on back on edge. The lower plate will be welded with MS iangle iron 25mmx5mmx5mm. The anfle iron frame of the lower most plate and flate iron frameof middle plate will be welde to 2 nos. 75mmx75mm of 12SWG sheet tube posts duly embeded in cement concrete M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level . The top most diamond plate will be welded to middle plate by 47mmx47mm of 12SWG steel plate tube . All MS will be stove enameled on both sides. Lettering and printing arrows, bordes etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
Tree Plantation 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 Cpver 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
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 kN as per Technical Specification
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 (1)PCC Grade M15, Nominal mix (1:2.5:5)
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' (1)RCC 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 drawings and technical specifications Clauses 1000 and 1202
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material
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
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