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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC | ₹5.4 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹5.4 CrRejected-AOC | ₹5.4 Cr | L1 | Rejected-AOC R |
| 3 | L2₹6.0 Cr+₹59.9 L (11.1%)Rejected-AOC | ₹6.0 Cr+₹59.9 L (11.1%) | L2 | Rejected-AOC R |
| 4 | L3₹6.0 Cr+₹60.0 L (11.1%)Rejected-AOC | ₹6.0 Cr+₹60.0 L (11.1%) | L3 | Rejected-AOC R |
| 5 | L4₹6.0 Cr+₹60.0 L (11.1%)Rejected-AOC C O SHYAM SUNDAR AGARWALLA LNB ROAD OPPOSITE SBI WARD NO 3 P O P S MANGALDOI DIST DARRANG ASSAM PI 784125 | MANGALDOI | DARRANG | ASSAM | 784125 | ₹6.0 Cr+₹60.0 L (11.1%) | L4 | Rejected-AOC R |
Tender Value
Refer Docs
EMD Value
₹12 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_144 Construction of road from (i) Amaribari Tin Line road (starting from BRO road near Rangapara College) with protection work and (ii) NH-15 (BK Crusher) to Jaghadhatri Temple connecting road via Adabari Kelmati village road by providin
2021_PWD_20217_99
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
Rangapara
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer,ASRB
₹12 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
30 Mar 2021
20 Jan 2021
1 Feb 2021
20 Jan 2021
1 Feb 2021
22 Jan 2021
20 Jan 2021 - 1 Feb 2021
21 Jan 2021
Amount
(i)Amaribari Tin Line Road (Starting From BRO Road near Rangapara College ) Clearing & grubbing of road land including uprooting rank vegitation grass bushes shrubs saplings and trees upto girth upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materialto be used or auctioned upto a lead of 1000m including removal & disposal of top organic soil not exeeding 150mm in thickness as per technical specification Cl 201 (i) by manual means (A) in area of non-thorny jungle
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site spreading grading to required slope, and compacting to meet requirement of table 300.1 & 3001.2 with a lead updto 1000m as per technical specification clause 301.5(i) private Land
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. Rate as per SOR
Stripping, Storing and preservation of top soil by keeping it damp in stock piles and keep wet till it is used by road side at 15 M interval and re-application on embankment slopes, other areas in localities where the available embankment material is not conducive to plant growth as per technical specification clause 302.3.2Qntty=(2200.00x5.5*0.15) =1778.63 Cum
Construction of Sub-grade & Earthen Shoulders obtained from borrow pits with all lift and lead transporting to site spreading grading to required slope, and compacting to meet requirement of table 3001.2 with a lead updto 1000m as per technical specification clause 303.1(i) private Land (as per Annexure-II)
Granular Sub-Base with well-graded material (Table 400.1) :- Construction of Granular-Sub-base/Base well-graded material.desired density complete as per technical specification clause 401 (iii) Grading II material (as per Annexure-III) (S-2)
Providing, laying, spreading and compacting stone aggs. of specific sizes to water bound meccadum specification including spreading in uniform thickness ,handpacking, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber applying and brooming stone screening to fill up the interstics of coarse aggregates wattering and compacting to the required density grading-III as per technical specification clause 405 (A) By manual Means (as per Annexure-III) (S-3)
Providing and laying inter-locking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (S-3)
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 ,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX600mmX600mm, 600mm below ground level as per drawing and technical specification clause 801 VI) 600x600cm Square
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 ,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX600mmX600mm, 600mm below ground level as per drawing and technical specification clause 801 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 ,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX600mmX600mm, 600mm below ground level as per drawing and technical specification clause 801 iii) 600mm circular
Providing, Reflective Pavement Marker with micro prismitic Lamp in both direction having thermoplastic body adhearing to the specification & guideline of Mort'H fixed to the road surface using the adesive and the procedure recomended by the manufacturers with three month replacement warranty and free maintance (seduleof rate Building &NH 2013-14)Q
Reinforcement cement concrete M15 grade for Kilometer stone/local stone of standard design as per IRC:8-1980bfixing in position including painting and printing as per technical specification of Cl 1703 (ii). Ordinary Kilometre Stone (Precast).
Reinforcement cement concrete M15 grade for Kilometer stone/local stone of standard design as per IRC:8-1980bfixing in position including painting and printing as per technical specification of Cl 1703 (iii) 200m stone Precast
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.
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826in 100 mm x 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders w3eighing not less than 25 kg each as per drawing and Technical Specification Clause 1301.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specification Clause 1302. (I) Stone boulder
Providing and laying filter material underneath pitching in slope complete as per drawing and Technical; Specification Clause 1302.
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 ,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX600mmX600mm, 600mm below ground level as per drawing and technical specification clause 801 .
Earth work in excavation of foundation … etc. I. Ordinary Soil. A. Manual Means. (i) Upto 3.00 M depth. Face wall Bed
Plain C.C work for plain/ RCCin open foundation….etc. A) With crush stone III) P.C.C. grade M20 (i) Nominal mix 1:2:4 Face wall Bed Embedding
Providing and laying RCC Pipe NP-3 asper design in single row … etc 1000 dia
Providing and laying RCC Pipe NP-3 asper design in single row … etc 600 dia
Brick masonary in cement mortar in sub-structure….. etc I) . In 1: 3 cement mortar.
Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structure …etc
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Backfilling behind abutment, wing wall and retaining wall…..etc. (ii) With Sandy materials
Dismantiling of existing structures like culvertss, bridges, retaining wall and other structures comprising of masonary, cement concrete …etc (I) By Manual Means (B) Cement Concrete
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. (III) P.C.C grade M 20 Nominal mix 1:2:4
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. With Natural Gravel (iii) R.C.C M 30 (a) Height upto 10M
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
Supplying, fitting and placing with MS bar (Fe 500) reinforcement (TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Type B (First Class) Bedding (i) Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (i)
(ii) NH-15 (BK Crusher) to Jaghadhatri Temple connecting Road via Adabari kelmati village Road Clearing & grubbing of road land including uprooting rank vegitation grass bushes shrubs saplings and trees upto girth upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materialto be used or auctioned upto a lead of 1000m including removal & disposal of top organic soil not exeeding 150mm in thickness as per technical specification Cl 201 (i) by manual means (A) in area of non-thorny jungle
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site spreading grading to required slope, and compacting to meet requirement of table 300.1 & 3001.2 with a lead updto 1000m as per technical specification clause 301.5(i) private Land (as per Annexure-I) (S-1)
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2
Construction of Sub-grade & Earthen Shoulders obtained from borrow pits with all lift and lead transporting to site spreading grading to required slope, and compacting to meet requirement of table 3001.2 with a lead updto 1000m as per technical specification clause 303.1(i) private Land (as per Annexure-II)
Granular Sub-Base with well-graded material (Table 400.1) :- Construction of Granular-Sub-base/Base well-graded material.desired density complete as per technical specification clause 401 (iii) Grading II material (as per Annexure-III) (S-2)
Providing, laying, spreading and compacting stone aggs. of specific sizes to water bound meccadum specification including spreading in uniform thickness ,handpacking, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber applying and brooming stone screening to fill up the interstics of coarse aggregates wattering and compacting to the required density grading-III as per technical specification clause 405 (A) By manual Means (as per Annexure-III) (S-3)
Providing and laying inter-locking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (S-3)
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 ,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX600mmX600mm, 600mm below ground level as per drawing and technical specification clause 801 VI) 600x600cm Square
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 ,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX600mmX600mm, 600mm below ground level as per drawing and technical specification clause 801 ii) 600mm equilateral triangle 2no...........
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 ,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX600mmX600mm, 600mm below ground level as per drawing and technical specification clause 801 iii) 600mm circular
Providing, Reflective Pavement Marker with micro prismitic Lamp in both direction having thermoplastic body adhearing to the specification & guideline of Mort'H fixed to the road surface using the adesive and the procedure recomended by the manufacturers with three month replacement warranty and free maintance
Reinforcement cement concrete M15 grade for Kilometer stone/local stone of standard design as per IRC:8-1980bfixing in position including painting and printing as per technical specification of Cl 1703. (ii) . Ordinary Kilometre Stone (Precast).
Reinforcement cement concrete M15 grade for Kilometer stone/local stone of standard design as per IRC:8-1980bfixing in position including painting and printing as per technical specification of Cl 1703. (iii) . 200m stone Precast
16.38 :- 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.
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 ,1.5mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX600mmX600mm, 600mm below ground level as per drawing and technical specification clause 801 .
Earth work in excavation of foundation … etc. I. Ordinary Soil. A. Manual Means. (i) Upto 3.00 M depth. Face wall Bed
Plain C.C work for plain/ RCCin open foundation….etc. A) With crush stone I) P.C.C. grade M10 (i) Nominal mix 1:3:6 Face wall Bed Embedding
Providing and laying RCC Pipe NP-3 asper design in single row … etc 1000 dia
Providing and laying RCC Pipe NP-3 asper design in single row … etc 600 dia
Brick masonary in cement mortar in sub-structure….. etc II . In 1: 4 cement mortar.
Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structure …etc
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Backfilling behind abutment, wing wall and retaining wall…..etc. (ii) With Sandy materials
Dismantiling of existing structures like culvertss, bridges, retaining wall and other structures comprising of masonary, cement concrete …etc (I) By Manual Means (B) Cement Concrete
Girindra Kumar Bhuyan
Priyashi Aashi Developers Pvt. Ltd.
SRI.LALIT KUMAR AGARWALLA
SANJAY KUMAR AGARWALLA
AGH CONSTRUCTIONS PRIVATE LIMITED
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