Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.0 LAccepted-Finance PANIGAON BELSAR NALBARI ASSAM | BELSAR | NALBARI | ASSAM | ₹59.0 L | L1 | Accepted-Finance Accepted by CE |
| 2 | L2₹59.0 LRejected-Finance | ₹59.0 L | L2 | Rejected-Finance Rejected by CE |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted. |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted. |
| Sl No | Description | Qty | Unit | Sri Nripen Deka L1 | JOHNTI AHMED L2 |
|---|---|---|---|---|---|
| 1.00 | Recovery and Reconstruction of Solmara to Dakhin Bhojkuchi road (PMGSY) Package No. AS-20-171
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5.
(a) from private land | 1,582.4 | Sqm | 271 ₹4.3 L | 271 ₹4.3 L |
| 2.00 | Construction of sub-grade and earthen shoulders with approved materials 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
(a) from private land | 1,806 | Sqm | 358 ₹6.5 L | 358 ₹6.5 L |
| 3.00 | 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 | 309.6 | Sqm | 3,110 ₹9.6 L | 3,110 ₹9.6 L |
| 4.00 | Water Bound Macadam Sub- base/ base (only for (PMGSY work)
WBM Grading 2
Using stone screening Type-B 11.2 mm for 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 | 154.8 | Sqm | 4,724 ₹7.3 L | 4,724 ₹7.3 L |
| 5.00 | Water Bound Macadam Sub- base/ base (only for (PMGSY work)
WBM Grading 3
Using stone screening Type-B 11.2 mm 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 | 154.8 | Sqm | 4,749 ₹7.4 L | 4,749 ₹7.4 L |
| 6.00 | Prime Coat
Medium porosity
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 2,064 | Sqm | 55 ₹1.1 L | 55 ₹1.1 L |
| 7.00 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 6,450 | Sqm | 14 ₹90,300 | 14 ₹90,300 |
| 8.00 | 20mm thick Open Graded Premix carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
(Using concrete mixture of 0.4/0.28 cum caacity & with CMS)
providing , laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2 Bitumen (S-90) | 6,450 | Cum | 214 ₹13.8 L | 214 ₹13.8 L |
| 9.00 | Seal coat
Providing and laying seal coat using Bitumen Emulsion sealing the voids in a bitumenous surface laid to the specified levels grade and cross fall using Type A, Type B and Type C as per Technical Specification clause 510 (including carriage upto initial lead of 5.0Km from quarry and carriage of mixed material upto 10.0Km initial lead from mixing plant) including cost of testing of materials at site and laboratory as directed by the deptt..
A By manual means
Bitumen (S-90) | 6,450 | Cum | 86 ₹5.5 L | 86 ₹5.5 L |
| 10.00 | Traffic Signs
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 fixing over aluminium sheeting, 1.5 mm thick 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 M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801
ii) 600mm equilateral triangle | 4 | Each | 4,400 ₹17,600 | 4,600 ₹18,400 |
Tender Value
₹59 L
EMD Value
₹1.2 L
Closing Date
20 Jan 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Reconstruction of Solmara to Dakhin Bhojkuchi road (PMGSY) Package No. AS-20-171 under NDRF (PDNA -2022) for the year 2025-26.
2026_PWD_49922_12
Tech/NDTRD/NIT/1028/4212 dated 03.01.2026
Open Tender
Civil Works – Roads
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,180
₹1.2 L
Yes
25 Mar 2026
8 Jan 2026
21 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
8 Jan 2026 - 20 Jan 2026
Recovery and Reconstruction of Solmara to Dakhin Bhojkuchi road (PMGSY) Package No. AS-20-171 Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. (a) from private land
Construction of sub-grade and earthen shoulders with approved materials 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 (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
Water Bound Macadam Sub- base/ base (only for (PMGSY work) WBM Grading 2 Using stone screening Type-B 11.2 mm for 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
Water Bound Macadam Sub- base/ base (only for (PMGSY work) WBM Grading 3 Using stone screening Type-B 11.2 mm 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
Prime Coat Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick Open Graded Premix carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Using concrete mixture of 0.4/0.28 cum caacity & with CMS) providing , laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2 Bitumen (S-90)
Seal coat Providing and laying seal coat using Bitumen Emulsion sealing the voids in a bitumenous surface laid to the specified levels grade and cross fall using Type A, Type B and Type C as per Technical Specification clause 510 (including carriage upto initial lead of 5.0Km from quarry and carriage of mixed material upto 10.0Km initial lead from mixing plant) including cost of testing of materials at site and laboratory as directed by the deptt.. A By manual means Bitumen (S-90)
Traffic Signs 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 fixing over aluminium sheeting, 1.5 mm thick 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 M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801 ii) 600mm equilateral triangle
Construction of 1000 mm dia HPC Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth
PCC 1:3:6 in Foundation Plain reinforced concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing & Technical Specification Clause 1109.
Providing and Laying RCC NP3 in Single Row Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, coccrete and masonary works in head walls and parapets Clause 1106. (B) 1000 mm dia
Brick Masonary work Brick masonary work in cement morter in foundation of Head Wall excluding pointing and plastering as per drawing and technical specifications clause 1109. I)Brick masonary in 1:3 Cement mortar
Brick Masonary work Brick masonary work in cement morter in substructure complete excluding pointing and plastering as per drawing and technical specifications clause 602, 603, 604, 1202 and 1204.. I)Brick masonary in 1:3 Cement mortar
Plstering Plastering with cement mortar ( 1:4 ) 15mm thick on brick work in substructure as per technical specification Rate.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.02 MB
SBD.pdf
Tender Documents • 10.96 MB
FOB.pdf
Tender Documents • 0.41 MB
BOQ_79423.xls
BOQ • 1.28 MB
NIT.pdf
Tender Documents • 2.01 MB
Download all tender documents and submit your bid