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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAdmitted-Finance | ₹4.3 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shri Borun R Marak L1 |
|---|---|---|---|---|
| 1.00Dismantling Work in existing Culverts | ||||
| 1.01 | Dismantling Work in existing Culverts
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
(I) (B) PCC | 83.45 | Cum | - |
| 2.00 | Removing of all types of Hume Pipes
Removing of all types of Hume Pipes and Stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202
(B) Above 600mm to 900 mm dia. Hume Pipe | 31.25 | Rm | - |
| 3.00 | Excavation in Hilly Areas in Soil by mechanical means
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 (A) All types of ordinary soil | 527.29 | Cum | - |
| 4.00 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope
and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech Specification Clause 301.5 | 2,043.98 | Cum | - |
| 5.00 | Construction of Subgrade and Shoulder with Materials obtained from Borrow pits.
Construction of subgrade and earthen shoulders with approved material 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. | 62.28 | Cum | - |
| 6.00 | Preparation of Foundation for Embankment
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 5,185.5 | Sqm | - |
| 7.00 | Construction of GSB
Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. | 333.33 | Cum | - |
| 8.00Water Bound Macadam Base | ||||
| 8.01 | Water Bound Macadam Base : WBM Grading 2
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 | 172.1 | Cum | - |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
11 Mar 2020, 4:00 pmClosed
Empowered Officer,SRRDA,PMGSY
Office of the Empowered Officer,SRRDA,PMGSY Cell Lower Lachumiere,Meghalaya,Shillong-793001
Construction i/c MBT
2020_CEMEG_90077_1
MG05/04/01
Open Tender
Civil Works - Roads
Item Rate
720 days
Rongara
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
Empowered Officer, SRRDA, Meghalaya
₹8.8 L
Yes
Shillong
7 Jul 2020
20 Feb 2020
12 Mar 2020
20 Feb 2020
11 Mar 2020
20 Feb 2020
20 Feb 2020 - 28 Feb 2020
28 Feb 2020
Amount
Dismantling Work in existing Culverts
Dismantling Work in existing Culverts Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) (B) PCC
Removing of all types of Hume Pipes Removing of all types of Hume Pipes and Stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202 (B) Above 600mm to 900 mm dia. Hume Pipe
Excavation in Hilly Areas in Soil by mechanical means Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 (A) All types of ordinary soil
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Tech Specification Clause 301.5
Construction of Subgrade and Shoulder with Materials obtained from Borrow pits. Construction of subgrade and earthen shoulders with approved material 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.
Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Construction of GSB Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
Water Bound Macadam Base
Water Bound Macadam Base : WBM Grading 2 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
Water Bound Macadam Base : WBM Grading 3 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.
Bituminous Work
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 0.6-0.9 kg/sqm using mechanical means as per Technical Specification
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 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
Seal Coat (Type C) Bitumen Emulsion
Guid Post Construction of RCC guide posts 250 mm dia M15 grade cast-in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical Specification Clause 1608.2
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 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 ii) 600 mm Equilateral Triangle
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
PMGSY Informatory Sign Board with Logo Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. (i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
PMGSY Informatory Sign Board with Logo Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. (ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
Logo of PMGSY Project Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
“Citizen’s information Board” Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm
Maintenance Board for PMGSY Project
Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and Technical Specification Clause 1703
Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification Clause 1703
Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
Construction of unlined surface drain Construction of unlined surface drain of average cross-sectional area 0.4 sqm in Soil to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. (A) Manual Means
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 and bottom and backfilling with approved material.) Ordinary soil I. Manual Means A. upto 3 m depth
Backfilling behind abutment, wing Wall, and return wall complete as per drawing & technical specification Clause 1204.3.8 I. Granullar material
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
Providing Concrete (M-15) for Plain Concrete for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
Providing weephole in brick, masonarystone, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia. AC pipe extending through full length 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
Stone Masonry Work in cement mortar in Foundation complete as per drawing and technical specification Clasue 702, 704, 1202 & 1203
Bridge No. 2/9 of span 30.805m
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. I. Ordinary soil Upto 3 m depth
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
Levelling course for Pile cap
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification (ii) RCC Grade M25
Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification (b) with TATA make TMT rebar.
Providing an construcyion of temporary island to accommodatepile rig and other accessories including casting of pile cap, all complete in depth of water up to 400 cm.
Providing and constructing one span service road to reach island location from one pier location to another pier location
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. (N) without plasticiser F. RCC Grade M 25 1.Height up to 5.0 m
Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification (b) with TATA make TMT rebar.
Providing weep holes in Brick 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 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical specifications.
Back Filling Behind abutment, Wing Wall, and Return wallcomplete as per drawings and technical specification clause 1204.3.8 I) Granular Material
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. Including steel shuttering formwork. (N) Without plasticiser B. RCC Grade M 25, Case - I : Using Concrete Mixer ii) For T-beam and alab (a) Height upto 5m
Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (b) with TATA make TMT rebar.
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance
Drainage spouts complete as per approved drawings and technical specifications.
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications I. Stone/Boulder
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification .
Maintenance for Road Work
1st Year
2nd Year
3rd Year
4th Year
5th Year
6th Year Renewal Plan
Maintenance for Bridge No. 2/9 of span 30.805m
1st Year
2nd Year
3rd Year
4th Year
5th Year
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