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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance HOWLY WARD NO 4 BARPETA ASSAM PIN 781316 | BARPETA | BARPETA | ASSAM | 781316 | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹3.8 L (2.48%)Admitted-Finance | ₹1.6 Cr+₹3.8 L (2.48%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical VILL BAREGAON PO SORBHOG PS SORBHOG BARPETA PIN 781317 | BARPETA | ASSAM | 781317 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Uttam Karmakar L1 | BIRENDRA KUMAR PRASAD L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of embankments with approved materials obtained from borrow pits with a lift up to 1.50m, transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical Specification clause 301.5 i) Private land. | 10,003.54 | cum | 262 ₹26,20,927.74 Lowest | 300 ₹30,01,062.3 |
| 2.00 | Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with a lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with a lead upto 1000m as per Technical Specification clause 303.1 | 4,253.06 | cum | 323.18 ₹13,74,505.55 Lowest | 323.18 ₹13,74,505.55 Lowest |
| 3.00 | Construction of granular sub- base by providing well graded materials spreading in uniform layers by tractor with grading attachment 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. | 776.72 | cum | 2,440.8 ₹18,95,815.74 Lowest | 2,440.8 ₹18,95,815.74 Lowest |
| 4.00 | Water Bound Macadam (Providing laying, spreading and compacting stone aggregates of specific size 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 chamber, applying and brooming requisite type of screening/ binding material to fill up the interstices of coarse aggregate watering and compacting to the required density (with an initial lead to 5.0 km.) (ii) Grading-ll (b) using screening Type- A (13.2 mm Aggregate). | 746.56 | cum | 3,947.09 ₹29,46,723.72 Lowest | 3,947.09 ₹29,46,723.72 Lowest |
| 5.00 | Water Bound Macadam (Providing laying, spreading and compacting stone aggregates of specific size 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 chamber, applying and brooming requisite type of screening/ binding material to fill up the interstices of coarse aggregate watering and compacting to the required density (with an initial lead to 5.0 km.) (iii) Grading-lll (b) using screening Type- A (13.2 mm Aggregate). | 669.52 | cum | 3,955 ₹26,47,935.78 Lowest | 3,955 ₹26,47,935.78 Lowest |
| 6.00 | Prime coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 1.2-1.50 kg/sqm using mechanical means using Technical Specification clause 502. | 8,992.5 | cum | 31.64 ₹2,84,522.7 Lowest | 31.64 ₹2,84,522.7 Lowest |
| 7.00 | Providing and applying track coat with bitumen emulsion RS-1 including 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. | 8,992.5 | cum | 11.3 ₹1,01,615.25 Lowest | 11.3 ₹1,01,615.25 Lowest |
| 8.00 | Semi- Dense Bituminous Concrete (Providing and lying Semi- Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with hydrostatic paver, finisher with censor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MoSRT&H cl. No. 508 complete in all respect. | 223.17 | cum | 11,437.86 ₹25,52,587.22 Lowest | 11,437.86 ₹25,52,587.22 Lowest |
| 9.00 | Providing and lying of hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 grams per sqm area, thickness of 2.5mm 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. | 474 | sqm | 989.88 ₹4,69,203.12 Lowest | 989.88 ₹4,69,203.12 Lowest |
| 10.00 | Providing reflective pavement maker with micro prismatic lense in both the direction having thermoplastic body adhering to the specification and guidelines of MORRT&H’s fixed to the road surface using the adhesives and the procedure recommended by the manufacturers with three months replacement warranty and free maintenance. | 526 | each | 282.5 ₹1,48,595 Lowest | 282.5 ₹1,48,595 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
23 Nov 2020, 2:00 pmClosed
o/o S AND J TRD
S AND J TRD
Construction of Road from Jail Road to Gajia Narayan Das Thakur Aata Satra Via Village Karetal under SOPD for the year 2020-21
2020_PWD_19313_1
SOPD-G/2019-20/S and J/EE/51
Open Tender
Civil Works
Item Rate
270 days
S AND J TRD
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
Empowered Officer Assam State Road Board Guwahati
₹3.1 L
Yes
26 Feb 2021
17 Nov 2020
23 Nov 2020
17 Nov 2020
23 Nov 2020
17 Nov 2020
17 Nov 2020 - 23 Nov 2020
Amount
Construction of embankments with approved materials obtained from borrow pits with a lift up to 1.50m, transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical Specification clause 301.5 i) Private land.
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with a lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with a lead upto 1000m as per Technical Specification clause 303.1
Construction of granular sub- base by providing well graded materials spreading in uniform layers by tractor with grading attachment 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.
Water Bound Macadam (Providing laying, spreading and compacting stone aggregates of specific size 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 chamber, applying and brooming requisite type of screening/ binding material to fill up the interstices of coarse aggregate watering and compacting to the required density (with an initial lead to 5.0 km.) (ii) Grading-ll (b) using screening Type- A (13.2 mm Aggregate).
Water Bound Macadam (Providing laying, spreading and compacting stone aggregates of specific size 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 chamber, applying and brooming requisite type of screening/ binding material to fill up the interstices of coarse aggregate watering and compacting to the required density (with an initial lead to 5.0 km.) (iii) Grading-lll (b) using screening Type- A (13.2 mm Aggregate).
Prime coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 1.2-1.50 kg/sqm using mechanical means using Technical Specification clause 502.
Providing and applying track coat with bitumen emulsion RS-1 including 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.
Semi- Dense Bituminous Concrete (Providing and lying Semi- Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with hydrostatic paver, finisher with censor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MoSRT&H cl. No. 508 complete in all respect.
Providing and lying of hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 grams per sqm area, thickness of 2.5mm 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 reflective pavement maker with micro prismatic lense in both the direction having thermoplastic body adhering to the specification and guidelines of MORRT&H’s fixed to the road surface using the adhesives and the procedure recommended by the manufacturers with three months replacement warranty and free maintenance.
Providing Sparkle Solar Studs, manufactured by Tata B.P. Solar India Ltd. of Size (125mm x 125mm), 90mm height (from bottom to shank to the top of stud) with detachable battery, m6 LEDs three on each side for bidirectional studs 3 LEDs on one side for unidirectional studs, ultra bright LED on ultra and bright colour, weight per stud 700 + 25 grams, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance for one year from the date of installation of stud on road (installation should be made using adhesives and procedures recommended by manufacturers under the supervision of their competent technician). a) bidirectional studs
Providing and fixing of retro reflectorized cautionary, mandatory and inflammatory signs as per IRC. 67 made of encapsulated lens type reflective sheeting vide Cl. 1701.2.3 fixed over aluminium sheeting.1.5mm thick supported on a mid steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with MS 15 grade cement concrete 450mm x 450mm x 600mm x 600mm, 600mm below ground level as per approved drawings as per Technical Specification clause. 801.
Each work in Excavation of foundation of structure 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 50m dressing of sides and bottom and backfilling of trenches with excavated suitable material.
Providing concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clause 802,803,1203 (PCC Grade M-10) (B) With Natural Gravel
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical specification clauses 600,1202 &1203.
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specification clauses 602,603,604,1202 & 1204. Brick masonry in 1:3 cement mortar
Providing and laying reinforced cement concrete pipe NP 3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling concrete and masonry works in head wall and parapets clause 1106.
Plastering with cement mortar (1:4) 15mm thick on brick work in sub-structure as per Technical specification
Providing and laying of dry rubble flooring complete as per drawing and technical specification clause 1303.3
BIRENDRA KUMAR PRASAD
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