State Rural Roads Development -SRRD has published Construction Of Bridge Over Manipur River At 2 . 10 Km . ( Nongmaikhong Ps ) ( Construction Of Two Bailey Bridge Over Manipur River At 2 . 10 Km ( Nongmaikhong Ps ) And At Km 8/1 On Sekmaijing To Sugnu Road ). Submission Date for this Tender is 16-07-2020. Bridge Work Tenders in Thoubal Manipur. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Jul-2020 | Corrigendum No.4 | Other | 16-07-2020 |
| Name of Work: Construction of bridge over Manipur River at 2.1km (Nongmaikhong PS) [Construction of two bailey bridge over Manipur River (A) At 2.1km (170ft)(Nongmaikhong PS) (B) At 8.1km (180ft),on the road Sekmaijing to Sugnu road] District : Thoubal Block : Kakching | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (A) At 2.1km (170ft)(Nongmaikhong PS) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Excavation for structures\nEarthwork 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth | BI01010001010000000000000515BI0100001113 | 784.8 | Cum |
| 3 | 3 | ii)3m to 6m depth. & including Shear Key | BI01010001010000000000000515BI0100001114 | 174.6 | Cum |
| 4 | 4 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material | BI01010001010000000000000515BI0100001115 | 84 | Cum |
| 5 | 5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 i) PCC M 15 i) Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001116 | 25.95 | Cum |
| 6 | 6 | Boring, providing and intallation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M-35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but i/c the cost of boring with casing and /or bentonite solution and the length of pile to be embedded in the pile cap etc. all completed (length of the pile for payment shall be measured upto bottom of pile cap) a). 600 mm dia. piles. | 400 | Rm | |
| 7 | 7 | Cement concrete for reinforced in pile cap i/c form work complete as per drawing and technical specifications. (a) M-30 grade | 52.08 | Cum | |
| 8 | 8 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 20.418 | MT | |
| 9 | 9 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC Grade M 25 | 142.32 | Cum | |
| 10 | 10 | 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 | 88 | Each | |
| 11 | 11 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 78.12 | Cum | |
| 12 | 12 | Supply of TDR span 170 feet Bailey Bridge Components( 42 R Loading) i/c loading and unloading | 1 | No. | |
| 13 | 13 | Assembly and launching of bailey bridge within a lead of 50m but excluding mechanical transport and cost of fixing of decking. 8) Steel decking | 17 | per Bay | |
| 14 | 14 | Approach Road | |||
| 15 | 15 | Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 1 | Each | |
| 16 | 16 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction 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 Technical Specification Clause 301.5 | 1346.3 | Cum | |
| 17 | 17 | Providing and Fixing 'Logo' of PMGSY Project\nProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. 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 | 1 | Each | |
| 18 | 18 | Providing and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates will be welded to 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. 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 | 1 | Each | |
| 19 | 19 | Providing and Fixing Maintenance Information Board of PMGSY Project Providing and fixing Maintenance Information Board of PMGSY Project with Logo as per MoRD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron flames of the plates will be welded to 2 Nos. 75mm x 75mm 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. All M.S. will be stove enamelled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint or 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 | Each | |
| 20 | 20 | Granular sub-base with Well Graded Material (Table 400.1)\nA) By Mix in place method\nConstruction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii) For Granular II Material | 108 | Cum | |
| 21 | 21 | WBM GRADING 2\nProviding, 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. (A) By Manual Means | 50.63 | Cum | |
| 22 | 22 | WBM GRADING 3\nProviding, 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 stage to proper grade and camber, applying and brooming, stone screening 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 | 50.63 | Cum | |
| 23 | 23 | Prime coat : Low porosity\nProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. A) By Manual Means | 675 | Sqm | |
| 24 | 24 | Tack Coat\nProviding 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. A) By Manual Means | 675 | Sqm | |
| 25 | 25 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case-I By Manual Means (i) Bitumen(S-90) | 675 | Sqm | |
| 26 | 26 | Seal Coat \nProviding 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. Case II : Type B (By Manual means)(i) Bitumen(S-90) | 675 | Sqm | |
| 27 | 27 | Maintenance component for 5(five) years after construction | |||
| 28 | 28 | 1st year Rs. 156717.44 | |||
| 29 | 29 | 2nd year Rs. 235076.16 | |||
| 30 | 30 | 3rd year Rs. 391793.6 | |||
| 31 | 31 | 4th year Rs. 391793.6 | |||
| 32 | 32 | 5th year Rs. 391793.6 | |||
| 33 | 33 | At 8.1km (180ft) | |||
| 34 | 34 | Excavation for structures\nEarthwork 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth | 784.8 | Cum | |
| 35 | 35 | ii)3m to 6m depth. & including Shear Key | 174.6 | Cum | |
| 36 | 36 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material | 84 | Cum | |
| 37 | 37 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 i) PCC M 15 i) Nominal mix (1:2.5:5) | 25.95 | Cum | |
| 38 | 38 | Boring, providing and intallation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M-35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but i/c the cost of boring with casing and /or bentonite solution and the length of pile to be embedded in the pile cap etc. all completed (length of the pile for payment shall be measured upto bottom of pile cap) a). 600 mm dia. piles. | 400 | Rm | |
| 39 | 39 | Cement concrete for reinforced in pile cap i/c form work complete as per drawing and technical specifications. (a) M-30 grade | 52.08 | Cum | |
| 40 | 40 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 20.418 | MT | |
| 41 | 41 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC Grade M 25 | 142.32 | Cum | |
| 42 | 42 | 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 | 88 | Each | |
| 43 | 43 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | 78.12 | Cum | |
| 44 | 44 | Supply of TDR span 180 feet Bailey Bridge Components( 42 R Loading) i/c loading and unloading | 1 | No. | |
| 45 | 45 | Assembly and launching of bailey bridge within a lead of 50m but excluding mechanical transport and cost of fixing of decking. 8) Steel decking | 18 | per Bay | |
| 46 | 46 | Approach Road | |||
| 47 | 47 | Construction of Job pillars as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 1 | Each | |
| 48 | 48 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction 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 Technical Specification Clause 301.5 | 1474.85 | Cum | |
| 49 | 49 | Providing and Fixing 'Logo' of PMGSY Project\nProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. 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 | 1 | Each | |
| 50 | 50 | Providing and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates will be welded to 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. 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 | 1 | Each | |
| 51 | 51 | Providing and Fixing Maintenance Information Board of PMGSY Project Providing and fixing Maintenance Information Board of PMGSY Project with Logo as per MoRD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron flames of the plates will be welded to 2 Nos. 75mm x 75mm 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. All M.S. will be stove enamelled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint or 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 | Each | |
| 52 | 52 | Granular sub-base with Well Graded Material (Table 400.1)\nA) By Mix in place method\nConstruction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii) For Granular II Material | 120 | Cum | |
| 53 | 53 | WBM GRADING 2\nProviding, 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. (A) By Manual Means | 56.25 | Cum | |
| 54 | 54 | WBM GRADING 3\nProviding, 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 stage to proper grade and camber, applying and brooming, stone screening 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 | 56.25 | Cum | |
| 55 | 55 | Prime coat : Low porosity\nProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. A) By Manual Means | 750 | Sqm | |
| 56 | 56 | Tack Coat\nProviding 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. A) By Manual Means | 750 | Sqm | |
| 57 | 57 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case-I By Manual Means (i) Bitumen(S-90) | 750 | Sqm | |
| 58 | 58 | Seal Coat \nProviding 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. Case II : Type B (By Manual means)(i) Bitumen(S-90) | 750 | Sqm | |
| 59 | 59 | Maintenance component for 5(five) years after construction | |||
| 60 | 60 | 1st year Rs. 164750.81 | |||
| 61 | 61 | 2nd year Rs. 247126.22 | |||
| 62 | 62 | 3rd year Rs. 411877.03 | |||
| 63 | 63 | 4th year Rs. 411877.03 | |||
| 64 | 64 | 5th year Rs. 411877.03 |
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