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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L1₹3.3 CrAdmitted-Finance B1 BLOCK II DIBANG RESIDENCY PENSIONPARA ROAD GUWAHATI 3 | KAMRUP METRO | ASSAM | 781001 | ₹3.3 Cr | L1 | Admitted-Finance |
| 3 | L2₹3.4 Cr+₹11.0 L (3.33%)Admitted-Finance | ₹3.4 Cr+₹11.0 L (3.33%) | L2 | Admitted-Finance |
| 4 | L3₹3.7 Cr+₹36.7 L (11.1%)Admitted-Finance C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | ₹3.7 Cr+₹36.7 L (11.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ARJUN SAHA L3 | Dhansagar Choudhury L1 | GONESH TERON L2 | Sri Girin Chutia L1 |
|---|---|---|---|---|---|---|---|
| 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 non thorny jungle | 1.5 | Hectare | 52,995.13 ₹79,492.7 | 60,000.12 ₹90,000.18 | 49,285.47 ₹73,928.21 | 20,000 ₹30,000 Lowest |
| 2.00 | Construction of Embankment with Material Obtain from Borrow pits:
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5
i) Private Land | 19,271.16 | Cum | 258.21 ₹49,76,006.22 | 120 ₹23,12,539.2 | 240.14 ₹46,27,776.36 | 50 ₹9,63,558 Lowest |
| 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 rotabator at OMC, and compacting with three wheel 80-100 KN static roller capacity to achieve the desired density, complete as per Technical Specification
Clause -402.
ii) Grading B. | 2,665.88 | Cum | 3,065.93 ₹81,73,401.47 | 4,289 ₹1,14,33,959.32 | 2,851.31 ₹76,01,250.3 Lowest | 4,500 ₹1,19,96,460 |
| 4.00 | Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading uniform thickness, hand packing rolling with three wheel………...........as per technical specification clause 405. WBM-II | 1,332.56 | Cum | 4,556.17 ₹60,71,369.9 | 5,000 ₹66,62,800 | 4,237.24 ₹56,46,376.53 Lowest | 4,500 ₹59,96,520 |
| 5.00 | Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading uniform thickness, hand packing rolling with three wheel………...........as per technical specification clause 405. WBM-III 3(A) By manual means | 1,332.56 | Cum | 4,605.89 ₹61,37,624.78 | 3,000 ₹39,97,680 Lowest | 4,283.48 ₹57,07,994.11 | 4,500 ₹59,96,520 |
| 6.00 | Prime Coat : Providing and applying prime coat bitumen emulsion (ss-I) on prepared surfaced of granular base……………………..as per specification of Cl. (iii) High Porosity | 17,767.5 | Sqm | 62.6 ₹11,12,245.5 | 40 ₹7,10,700 Lowest | 58.22 ₹10,34,423.85 | 50 ₹8,88,375 |
| 7.00 | Tack Coat : providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sq.m on the prepared bituminous surface cleared with hydraulic broom as per technical specification clause-503. | 17,767.5 | Sqm | 15.59 ₹2,76,995.33 | 10 ₹1,77,675 Lowest | 14.5 ₹2,57,628.75 | 20 ₹3,55,350 |
| 8.00 | Semi dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type……........control to the required graded level and tendem roller to achieve the desired compaction as per MOSRT & HCL No. 508 complete in all respect using cold mix binder (as per IRC : SP : 100-2014 for grading : (13 mm size) | 444.19 | Cum | 9,893.65 ₹43,94,660.39 | 8,800 ₹39,08,872 Lowest | 9,201.09 ₹40,87,032.17 | 10,500 ₹46,63,995 |
| 9.00 | Construction of subgrade and earthen shoulders: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift 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 | 5,130.07 | Cum | 339.68 ₹17,42,582.18 | 150 ₹7,69,510.5 | 315.9 ₹16,20,589.11 | 60 ₹3,07,804.2 Lowest |
| 10.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides a | 214.2 | Cum | 127.69 ₹27,351.2 | 100 ₹21,420 | 118.75 ₹25,436.25 | 80 ₹17,136 Lowest |
Tender Value
Refer Docs
EMD Value
₹7.3 L
Closing Date
1 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, Chandmari, Guwahati
SOPD_G_20_21_127 Improvement of Dokmoka-Angjokpani Kuthori road Rongagorah to Rongmongve portion (from Ch. 0.00 to 4600.00 m) under SOPD-G for the year 2020-21, Howraghat LAC
2021_PWD_20217_83
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
Howraghat
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer,ASRB
₹7.3 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
11 Feb 2021
21 Jan 2021
1 Feb 2021
21 Jan 2021
1 Feb 2021
22 Jan 2021
21 Jan 2021 - 1 Feb 2021
22 Jan 2021
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 non thorny jungle
Construction of Embankment with Material Obtain from Borrow pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 i) Private Land
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 rotabator at OMC, and compacting with three wheel 80-100 KN static roller capacity to achieve the desired density, complete as per Technical Specification Clause -402. ii) Grading B.
Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading uniform thickness, hand packing rolling with three wheel………...........as per technical specification clause 405. WBM-II
Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading uniform thickness, hand packing rolling with three wheel………...........as per technical specification clause 405. WBM-III 3(A) By manual means
Prime Coat : Providing and applying prime coat bitumen emulsion (ss-I) on prepared surfaced of granular base……………………..as per specification of Cl. (iii) High Porosity
Tack Coat : providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sq.m on the prepared bituminous surface cleared with hydraulic broom as per technical specification clause-503.
Semi dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type……........control to the required graded level and tendem roller to achieve the desired compaction as per MOSRT & HCL No. 508 complete in all respect using cold mix binder (as per IRC : SP : 100-2014 for grading : (13 mm size)
Construction of subgrade and earthen shoulders: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift 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
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides a
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.),Levelling course below wall
Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii),(ii) Granular material,Bedding.
Stone masonry work in cement morter in foundation of head walls complete as per drawing and technical specification Cl.1109, A) In 1:4 cement morter
Providing and laying reinforced cement concrete pipe NP3 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 walls and parapets Clause 1106. 1000mm dia
Plastering with cement mortar (1:4) on brick work in sub structure as per technical specification
Construction of Embankment with Material Obtain from Borrow pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 i) Private Land
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides a
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.),Levelling course below wall
Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii),(ii) Granular material,Bedding.
Stone masonry work in cement morter in foundation of head walls complete as per drawing and technical specification Cl.1109, A) In 1:4 cement morter
Providing and laying reinforced cement concrete pipe NP3 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 walls and parapets Clause 1106. 1200mm dia
Plastering with cement mortar (1:4) on brick work in sub structure as per technical specification
Construction of Embankment with Material Obtain from Borrow pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 i) Private Land
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast)
Traffic Signs A) Retro-reflectorised Traffic Signs I) 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 i) 600mm equilateral triangle
Dhansagar Choudhury
GONESH TERON
ARJUN SAHA
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