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Tender For Civil Works - Roads - L037-Santing To Saikom District : Churachandpur Block : Henglep, Churachandpur-Manipur

Rural Engineering Department has published Tender For Civil Works - Roads - L037-Santing To Saikom District : Churachandpur Block : Henglep. Submission Date for this Tender is 16-07-2020. Civil Work Tenders in Churachandpur Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

24778651
Corrigendum : Tender For Civil Works - Roads - L037-Santing To Saikom District : Churachandpur Block : Henglep
Open Tender
Indian
Manipur
Churachandpur
16-07-2020

Tender Details

Tender For Civil Works - Roads - L037-Santing To Saikom District : Churachandpur Block : Henglep

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Jul-2020 Corrigendum No.4 Other 16-07-2020

Key Value

Document Fees
INR 20000 /-
EMD
INR 3625000.0 /-
Tender Value
INR 18.12 Crore /-

BOQ Items

Name of Work:L037-Santing To Saikom District : Churachandpur Block : Henglep
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Setting out\nConstruction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 BI01010001010000000000000515BI0100001113 26 km
2 2 Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3 26 km
3 3 Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 2 Each
4 4 Surface Drains in Soil\nConstruction 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 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.A) Manual Means 20210 Rm
5 5 Surface Drains in Ordinary Rock\nConstruction 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 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307..A) Manual Means 5790 Rm
6 6 Excavation in Hilly Areas in Soil by manual means.\nExcavation 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) Manual Means 262411 cum
7 7 Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting\nExcavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. 75903.1 cum
8 8 Compacting original ground supporting subgrade\nLoosening 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. 25350 cum
9 9 Construction of Subgrade and Earthen Shoulders\nConstruction 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. 16087.5 cum
10 10 Kilometre Stone\nReinforced 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
11 11 i) 5th Kilometre Stone (precast) 5 Each
12 12 ii) Ordinary Kilometer Stone (Precast) 22 Each
13 13 iii) 200 m stone (precast) 103 Each
14 14 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 2 Each
15 15 Providing and Fixing of Citizen Information Board of PMGSY Project (Steel Tube)\nProviding 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 2 Each
16 16 Providing and Fixing Maintenance Information Board of PMGSY Project\nProviding and fixing of maintenance 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 5 mm size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame 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 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
17 17 Traffic Signs/Retro-reflectorised Traffic Signs\nProviding 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
18 18 a) 600 mm dia circle 104 Each
19 19 b) 600 mm equilateral triangle 130 Each
20 20 Providing and Fixing PMGSY Logo Board at starting point (Steel Tube)\nProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing. One plate of 1.6mm thick with MS flat 25mm x 5mm size on back on centre. The topmost diamond plate & mid. Plate will be welded to 75mm x 75mm 0f 12 SWG steel plate tube posts & dully embedded to CC 450mm x 450mm x 600mm below GL. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior. 2 Each
21 21 Direction and Place Identification signs upto 0.90 Sqm Size Board\nA. Retro-reflectorised Traffic Signs\nProviding and erecting direction and place identification retro-reflectorised sheeting vide clasue 1701.2.3., fixed over aluminium sheeting 2mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron posts 75 x 75 x 6 mm firmly fixed to the gorund by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing and technical specifications Clasuse 1701 3 sqm
22 22 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. i) Using naturally occuring gravel 16900 cum
23 23 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 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 5850 cum
24 24 Prime Coat:Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. 78000 sqm
25 25 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 78000 sqm
26 26 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, 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. 78000 sqm
27 27 Seal Coat Case-II Type B Bitumen (S-90)\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)Bitumen (S-90) 78000 sqm
28 28 Construction of 1000 mm DWC pipe culvert (Height - 3.35m)-22 nos.
29 29 Excavation for Structures\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 2090.88 cum
30 30 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 88.44 cum
31 31 Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 A) In 1:4 cement mortar 973.72 cum
32 32 Bedding for Pipe Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) 64.9 cum
33 33 Providing and DWC pipe as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (A) 1000 mm dia. 165 m
34 34 Plastering with Cement Mortar (1:4), 15 mm thick on brick/stone work in substructure as per technical specification 1410.2 sqm
35 35 Construction of 1.50m span slab culvert (Height - 3.61m)-17 nos.
36 36 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth 1248.48 cum
37 37 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) P.C.C grade M 10 i) Nominal mix 1:3:6 97.92 cum
38 38 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. II) P.C.C grade M 15 ii) Nominal mix (1:2.5:5) 900.49 cum
39 39 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I) R.C.C grade M 25 i) For nominal mix 1:2:4 97.24 cum
40 40 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 5.75216 cum
41 41 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, 1204.3.7 238 nos.
42 42 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 1204.3.8 270.47 cum
43 43 Construction of 2.00m span slab culvert (Height - 3.64m)-6 nos.
44 44 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth 561.72 cum
45 45 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) P.C.C grade M 10 i) Nominal mix 1:3:6 56.94 cum
46 46 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. II) P.C.C grade M 15 ii) Nominal mix (1:2.5:5) 456.42 cum
47 47 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I) R.C.C grade M 20 i) For nominal mix 1:2:4 41.7 cum
48 48 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 2.67863 MT
49 49 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, 1204.3.7 180 nos.
50 50 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 1204.3.8 143.46 cum
51 51 Construction of 3.00m span slab culvert (Height - 4.21m)-3 nos.
52 52 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth 304.08 Cum
53 53 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) P.C.C grade M 10 i) Nominal mix 1:3:6 26.16 Cum
54 54 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. II) P.C.C grade M 15 ii) Nominal mix (1:2.5:5) 267.72 Cum
55 55 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I) R.C.C grade M 20 i) For nominal mix 1:2:4 29.94 Cum
56 56 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 1.9273 MT
57 57 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, 1204.3.7 114 nos.
58 58 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 93.3 Cum
59 59 Construction of 4.00m span slab culvert (Height - 5.01m)-2 nos.
60 60 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth 315.86 Cum
61 61 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) P.C.C grade M 10 i) Nominal mix 1:3:6 28.44 Cum
62 62 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. II) P.C.C grade M 15 ii) Nominal mix (1:2.5:5) 360.48 Cum
63 63 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II) R.C.C grade M 25 29.86 Cum
64 64 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 1.91953 MT
65 65 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 76 nos.
66 66 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 90.44 Cum
67 67 Construction of 6.00m span slab culvert (Height - 6.00m)-2 nos.
68 68 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth 459.54 Cum
69 69 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) P.C.C grade M 10 i) Nominal mix 1:3:6 35.5 Cum
70 70 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. II) P.C.C grade M 15 ii) Nominal mix (1:2.5:5) 537.82 Cum
71 71 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II) R.C.C grade M 25 50.3 Cum
72 72 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 3.3221 MT
73 73 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 84 nos.
74 74 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 1204.3.8 145.74 Cum
75 75 Construction of Retaining Wall Length 10.00m - (Height - 4.00m)-7nos.
76 76 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 1092 cum
77 77 Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 i)PCC Grade M 10, I) Nominal Mix. 1:3:6 43.68 cum
78 78 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random rubble masonry ii) In 1:4 cement mortar 469 cum
79 79 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, 1204.3.7 119 nos.
80 80 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 1204.3.8 224 cum
81 81 Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 440.3 sqm
82 82 Construction of Gabion Wall Length 10.00m - (Height - 2.00m) 5 nos.
83 83 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 200 cum
84 84 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material 66.65 cum
85 85 Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2) 225 cum
86 86 Maintenance component for 5(five) years after construction
87 87 1st year Rs. 1647723.72
88 88 2nd year Rs. 2471585.58
89 89 3rd year Rs. 3295447.44
90 90 4th year Rs. 4119309.3
91 91 5th year Rs. 4943171.15
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