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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R B CORPORATION L1 |
|---|---|---|---|---|
| 1.00Earth Work | ||||
| 1.01 | 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 | 10,080 | m3 | - |
| 1.02 | Compacting original ground supporting subgrade
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 907.2 | m3 | - |
| 2.00SUB -BASE AND BASE Courses (Non-Bituminous) | ||||
| 2.01 | Construction of Granular sub-base with locally available graded material,spreading in uniform layers with motor grader on prepeared surface,watering to OMC and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification/direction of EE.
(ii).For Grading II Material | 283.5 | m3 | - |
| 3.00Water Bound Macadam Base | ||||
| 3.01 | WBM Grading 2.
(A) 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..
WBM Grading 2 for Base Coarse
A.Manual Means | 177.19 | m3 | - |
| 3.02 | WBM Grading 3.
(A) 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 3 as per Technical Specification Clause 405..
A, By Manual Means | 1,520.84 | m3 | - |
| 4.00BITUMINOUS WORK | ||||
| 4.01 | (I)Prime Coat.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60-0.90 Kg/sqm using mechanical means as per Technical Specification. | 22,050 | m2 | - |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
21 Sept 2020, 5:00 pmClosed
Empowered Officer,SRRDA,PMGSY
Office of the Empowered Officer,SRRDA,PMGSY Cell Lower Lachumiere,Meghalaya,Shillong-793001
MBT
2020_CEMEG_98704_1
MG06/05/94
Open Tender
Civil Works - Roads
Item Rate
270 days
Rongkhon to Edenbari
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,000
Empowered Officer, SRRDA, Meghalaya
₹5.0 L
Yes
Shillong
5 Oct 2020
1 Sept 2020
22 Sept 2020
1 Sept 2020
21 Sept 2020
1 Sept 2020
1 Sept 2020 - 10 Sept 2020
10 Sept 2020
Amount
Earth Work
Compacting original ground supporting subgrade Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
SUB -BASE AND BASE Courses (Non-Bituminous)
Construction of Granular sub-base with locally available graded material,spreading in uniform layers with motor grader on prepeared surface,watering to OMC and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification/direction of EE. (ii).For Grading II Material
Water Bound Macadam Base
WBM Grading 2. (A) 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.. WBM Grading 2 for Base Coarse A.Manual Means
WBM Grading 3. (A) 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 3 as per Technical Specification Clause 405.. A, By Manual Means
BITUMINOUS WORK
(I)Prime Coat. Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60-0.90 Kg/sqm using mechanical means as per Technical Specification.
(ii)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.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion .
Seal Coat Type C. Btumen Emulsion
Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
For Stone
For GSB
For Binding materials
Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
For Stone
For GSB
For Binding materials
Loading and Unloading of Bitumen drum by Manual Means to lead 30.00m
Loading
Unloading
Haulage excluding Loading & Unloading ( For Ston Metal)
Surface Road
Katcha Track
Haulage excluding Loading & Unloading ( For Ston Chips)
Surface Road
Katcha Track
Haulage excluding Loading & Unloading ( For GSB)
Surface Road
Katcha Track
Haulage excluding Loading & Unloading ( For Binding Material)
Surface Road
Katcha Track
DRAINAGE WORKS
Side Drains (i) Construction of unlined surface drains of average cross - sectional area 0.40 sqM in soil to specified lines, grades,levels and dimensions. Excavated materials to be used in embankment with a lift pto 3 m and lead f 50m ( averae lead 25 m ) as per Technical Specification clause 307.
Reinforced cement concrete M15 grade kilometre stone/local 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 Kilometre Stone (Precast)
iii) 200m Stone (Precast)
Retaining Wall
(i) 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.
(ii) Providing concrete (P.C.C grade M10) for plain concrete in open foundations including cost of form work and necessary curing complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
(iii) Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. i) Random Rubble Masonry in 1:3 cement mortar
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
Plastering with Cement Mortar (1:4) 15 mm thick on stone work/Brick work as per drawing and technical specifications clauses 613.3 & 1204.complete.
Filling in foundation trenches as per technical specification complete (ii) Earth filling
Providing weep holes in Stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 of Specification of Rural Roads
Coat of Haulage excluding Loading & Unloading
A. Stone chips etc
B. Sand
Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
A. Stone Chips etc
B.sand
Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
Stone and Sand
Breast Wall
(i) 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.
(ii) Providing concrete for plain/Reinforced concrete in open foundation complete as per drawing and technical specifications (II) Plain Cement concrete M15 Grade
(iii) Stone masonry work in cement mortar for substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204. i) Random Rubble Masonry in 1:3 cement mortar
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
Plastering with Cement Mortar (1:4) 15 mm thick on stone work/Brick work as per drawing and technical specifications clauses 613.3 & 1204.complete.
Providing weep holes in Stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specifications clauses 614, 709, 1204.3.7 of Specification of Rural Roads
Coat of Haulage excluding Loading & Unloading
A. Stone chips etc
B. Sand
Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
A. Stone Chips etc
B.sand
Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
Stone and Sand
SOHP Culvert
Excavation of Structure Earthwork in excavation in for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stupms and other deleterious material and disposal upto a lead of 50 m , dressing sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil ( i) Upto 3m depth.
Stone Massonary work in cement mortar in foundation complete as per drawing and techinical specification clause 702,704,1202 & 1203 (III) Random Rubble Masonery 1:4
Beding for Pipe (I)Type A ( concreat creadel) bedding laying concreat creadel bedding with M15 grade cement concreat as per clause 1105 (i)
Back filling in foundation trenches as per drawing and techinical specificationclause 1108
Providing and layind Np3 RCC pipe as per design in single row B) 100 mm Dia
Loading and unloading of aggregate by manual means
(i ) loading and unloading of stone and lead up to 30m
( ii ) loading and unloading of sand and lead up to 30m
Haulage excluding loading and unloading
(i) Stone
( ii ) Sand
Maintenance
1st Year
2nd Year
3rd Year
4th Year
5th Year
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