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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance | ₹6.2 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MIDAS CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00Restoration of rain cuts | ||||
| 1.01 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slope as per drawings and technical specifications clause 1902. | 292.88 | cum | - |
| 2.00 | 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 as per Technical Specification clause-303.1 for earthen shoulder. | 5,463.43 | cum | - |
| 3.00Sub Base and Base Courses (Non-Bituminous) | ||||
| 3.01 | Scrarifying the existing bituminous surface to a depth of 50mm and disposal of scarified materials with a lift upto 3.00 m and lead upto 1000m as per Technical Specification clause 301.4 | 1,865.03 | cum | - |
| 3.02 | Scrarifying the existing bituminous surface to a depth of 150mm and disposal of scarified materials with a lift upto 3.00 m and lead upto 1000m as per Technical Specification clause 301.4 | 5,595.08 | cum | - |
| 3.03 | (A) WBM Grading II , By Manual Means
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. | 2,797.54 | cum | - |
| 3.04 | Area for passing places | 46.88 | cum | - |
| 3.05 | Add 5% for extra widening at curves. | 139.88 | cum | - |
| 3.06 | (A) WBM Grading III, By Manual Means
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. | 2,797.54 | cum | - |
Tender Value
₹6.9 Cr
EMD Value
₹13.7 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_90073_1
MG060201
Open Tender
Civil Works - Roads
Item Rate
270 days
Dadenggre
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,000
Empowered Officer, SRRDA, Meghalaya
₹13.7 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
Restoration of rain cuts
Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slope as per drawings and technical specifications clause 1902.
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 as per Technical Specification clause-303.1 for earthen shoulder.
Sub Base and Base Courses (Non-Bituminous)
Scrarifying the existing bituminous surface to a depth of 50mm and disposal of scarified materials with a lift upto 3.00 m and lead upto 1000m as per Technical Specification clause 301.4
Scrarifying the existing bituminous surface to a depth of 150mm and disposal of scarified materials with a lift upto 3.00 m and lead upto 1000m as per Technical Specification clause 301.4
(A) WBM Grading II , By Manual Means 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.
Area for passing places
Add 5% for extra widening at curves.
(A) WBM Grading III, By Manual Means 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.
Area for passing places
Add 5% for extra widening at curves.
Bituminous Surface Courses
(ii) Prime Coat with Bitumen Emulsion of Medium: Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
Area for passing places
Add 5% for extra widening at curves.
Tack Coat with Bitumen Emulsion (ii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Area for passing places
Add 5% for extra widening at curves.
20 mm thick Open Graded Premix Carpet using Bituminous emulsion as per Technical Specification Clause 508.2 (cold mix)
Area for passing places
Add 5% for extra widening at curves.
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 of Specification of Rural Roads. Type C
Area for passing places
Add 5% for extra widening at curves.
STONE MSONRY DRAIN
Excavation for Structures 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 (i) Upto 3 m depth
Providing concrete (PCC grade M10) for plain concrete in open foundation including cost of form work as & where necessary, curing complete as
Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204
Plastering with cement mortar (1:4) 15mm thick on stone work/brick work as per drawing and technical specification clauses 613.3 & 1204 complete.
Guide Post
Excavation for Structures 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 (i) Upto 3 m depth
Providing concrete (PCC grade M10) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 lI)Plain cement concrete M 20 grade
Supplying, fitting, and placing HYSD bar reinforcement (Fe 415)in subrstructure complete as per drawing and technical specifications Clauses 1002, 1005, 1010 and 1202
Painting two coats i/c prime coat on new concrete work surface
(i) Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (A) Manual Means.
Traffic Signs and Road Appurtenances
Traffic sign Providing and fixing of retro reflectorised informatory sign on aluminium plate of size 600mm x 600mm 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 MS angle iron post 75mm x 75mm x 6mm firmly fixed to ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. I) 600 mm equilateral triangle
III) 600 mm circular
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 of Specification of Rural Roads. ii) Ordinary Kilometer Stone (Precast)
iii) 200 m stone (precast)
(II) Providing and fixing of Citizen's Information Board Providing and fixing of typical Citizens' Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6 mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Maintenance
Maintenance for 1st Year
Maintenance for 2nd Year
Maintenance for 3rd Year
Maintenance for 4th Year
Maintenance for 5th Year
Maintenance for 6th Year Renewal Plan
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