Tender For Civil Works - Roads Work -Mr-N/19-20 Bikramganj/17
Tender Value
5.54 Crore
Estimated cost
Bid Submission
19 Feb 2020
0 days left
EMD
11.08 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BIKRAMGANJ → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -mr-n / 19-20 bikramganj / 17
BOQ
| Name of Work: MR-N/19-20 BIKRAMGANJ / 17 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (i) Name of Work: Maintenance and Repair of Road & CD Works for MARAUNA DEDHGAON ROAD TO INDRATH KHURD IN SURYAPURA Block (Length- 1.59 km) | |||
| 2 | 2 | Clearing and Grubbing Road Land\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.32 | Hect. | |
| 3 | 3 | 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. | 217.5 | Sqm | |
| 4 | 4 | Construction of Subgrade & Eartnen Shoulder\nConstruction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 1000m as per Technical Specification Clause 301.4.1\n | 1037.7 | Cum | |
| 5 | 5 | Granular Sub-base with Well Graded Material (Table 400.1) Gr-II\nConstruction of granular sub-base by providing well graded material (Crushed Stone Aggregates 0.768 M3/ m3 and Local Sand 0.512 m3/ m3), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 82.03 | Cum | |
| 6 | 6 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2 mm) 0.27 m3/m3 and crushable screening such as moorum 0.08 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 48.94 | Cum | |
| 7 | 7 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2mm) 0.24 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 81.15 | Cum | |
| 8 | 8 | Prime Coat (Low porosity) 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 0.70- 1.0 kg/sqm (0.85kg/sqm) using mechanical means as per Technical Specification Clause 502. | 1081.97 | Sqm | |
| 9 | 9 | Tack coa Providing and applying tack coat with bitumen emulsion RS-1 using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm (0.275kg/sqm) on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 7104.1 | Sqm | |
| 10 | 10 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates 0.27 m3 / 10 sqm using penetration grade bitumen (17.52 kg/10 sqm) VG -10 (S-90) with 8 % waste plastic (1.48 kg/10 sqm) 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 1081.97 | Sqm | |
| 11 | 11 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder penetration Grade S-90 (VG-10) @ 5 per cent of mix and filler( 2 percent of mix), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 150.55 | Cum | |
| 12 | 12 | 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\nOrdinary Kilometer Stone (Precast) | 3 | Each | |
| 13 | 13 | 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\n200 m stone (precast) | 6 | Each | |
| 14 | 14 | Direction and Place Identification signs with size more than 0.9 sqm size board Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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. | 1.92 | Sqm | |
| 15 | 15 | 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, 600 mm equilateral & triangle | 21 | Nos | |
| 16 | 16 | 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 801 600 mm circular | 12 | Nos | |
| 17 | 17 | 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 801 600 mm x 450 mm rectangular | 4 | Nos | |
| 18 | 18 | 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 801,900 mm octagon stop board | 2 | Nos | |
| 19 | 19 | Boundary Pillar/Gaurd Post Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 56 | Nos | |
| 20 | 20 | Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 58 | Each | |
| 21 | 21 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 318 | Sqm | |
| 22 | 22 | Providing and fixing of typical MR/ MMGSY 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 | Nos | |
| 23 | 23 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 5.76 | Cum | |
| 24 | 24 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. | 92.52 | Sqm | |
| 25 | 25 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 117.12 | Sqm | |
| 26 | 26 | 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. | 24.3 | Cum | |
| 27 | 27 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 2.52 | Cum | |
| 28 | 28 | Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203 | 39.06 | Cum | |
| 29 | 29 | Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 | 0.54 | Cum | |
| 30 | 30 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 face complete as per drawing and technical specification | 36 | Nos | |
| 31 | 31 | Labour Cess on M/R Works @ 1 % | 1 | percent | |
| 32 | 32 | GST on M/R Works @12 % | 12 | Percent | |
| 33 | 33 | SEIGNIORAGE FEE @ 10 % on Minor Mines in M/R Works | 10 | Percent | |
| 34 | 34 | Five Year Routine Maintenance | 20 | Quarter Year | |
| 35 | 35 | Labour Cess on Five Year Routine Maintenance @ 1 % | 1 | percent | |
| 36 | 36 | GST on Maintenance @ 12 % | 12 | Percent | |
| 37 | 37 | SEIGNIORAGE FEE on Minor Mines for Maintenance in M/R Works @10 % | 10 | Percent | |
| 38 | 38 | (ii) Name of Work: Maintenance and Repair of Road & CD Works for Bikramganj Dumraon PWD Road to Narayanpur Mahavir IN Suryapura Block (Length- 2.41 km) | |||
| 39 | 39 | Clearing and Grubbing Road Land\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.48 | Hect. | |
| 40 | 40 | Construction of Subgrade & Eartnen Shoulder\nConstruction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 1000m as per Technical Specification Clause 301.4.1\n | 1827 | Cum | |
| 41 | 41 | Granular Sub-base with Well Graded Material (Table 400.1) Gr-II\nConstruction of granular sub-base by providing well graded material (Crushed Stone Aggregates 0.768 M3/ m3 and Local Sand 0.512 m3/ m3), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 99.65 | Cum | |
| 42 | 42 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2 mm) 0.27 m3/m3 and crushable screening such as moorum 0.08 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 72.96 | Cum | |
| 43 | 43 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2 mm) 0.24 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 122.52 | Cum | |
| 44 | 44 | Prime Coat (Low porosity) 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 0.70- 1.0 kg/sqm (0.85kg/sqm) using mechanical means as per Technical Specification Clause 502. | 1633.66 | Sqm | |
| 45 | 45 | Tack coat Providing and applying tack coat with bitumen emulsion RS-1 using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm (0.275kg/sqm) on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 10761.5 | Sqm | |
| 46 | 46 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates 0.27 m3/10 sqm using penetration grade bitumen s-90 (vg-10) (17.52 kg/10 sqm) mixed (@ 8 % with waste plastic (1.48 kg/10sqm) 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 1633.66 | Sqm | |
| 47 | 47 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder penetration Grade S-90 (VG-10) @ 5 per cent of mix and filler( 2 percent of mix), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 228.2 | Cum | |
| 48 | 48 | 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\nOrdinary Kilometer Stone (Precast) | 3 | Each | |
| 49 | 49 | 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\n200 m stone (precast) | 10 | Each | |
| 50 | 50 | Direction and Place Identification signs with size more than 0.9 sqm size board Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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. | 1.92 | Sqm | |
| 51 | 51 | 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, 600 mm equilateral & triangle | 17 | Nos | |
| 52 | 52 | 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 801 600 mm circular | 18 | Nos | |
| 53 | 53 | 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 801 600 mm x 450 mm rectangular | 6 | Nos | |
| 54 | 54 | 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 801,900 mm octagon stop board | 2 | Nos | |
| 55 | 55 | Boundary Pillar/Gaurd Post Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 72 | Nos | |
| 56 | 56 | Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 88 | Each | |
| 57 | 57 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 482 | Sqm | |
| 58 | 58 | Providing and fixing of typical MR/ MMGSY 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 | Nos | |
| 59 | 59 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 14.4 | Cum | |
| 60 | 60 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. | 139.28 | Sqm | |
| 61 | 61 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 292.8 | Sqm | |
| 62 | 62 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 15.66 | Cum | |
| 63 | 63 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 2.05 | Cum | |
| 64 | 64 | Brick Masonary work in cm 1:4 in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 | 13.87 | Cum | |
| 65 | 65 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 7.5 | M | |
| 66 | 66 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 9.12 | Sqm | |
| 67 | 67 | Labour Cess on M/R Works @ 1 % | 1 | percent | |
| 68 | 68 | GST on M/R Works @12 % | 12 | Percent | |
| 69 | 69 | SEIGNIORAGE FEE @ 10 % on Minor Mines in M/R Works | 10 | Percent | |
| 70 | 70 | Five Year Routine Maintenance | 20 | Quarter Year | |
| 71 | 71 | Labour Cess on Five Year Routine Maintenance @ 1 % | 1 | percent | |
| 72 | 72 | GST on Maintenance @ 12 % | 12 | Percent | |
| 73 | 73 | SEIGNIORAGE FEE on Minor Mines for Maintenance in M/R Works @10 % | 10 | Percent | |
| 74 | 74 | (iii) Name of Work: Maintenance and Repair of Road & CD Works for Marauna Dedhgaon Road to Aandhar via Karma up to canal in Suryapura Block (Length- 2.00 km) | |||
| 75 | 75 | Clearing and Grubbing Road Land\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.4 | Hect. | |
| 76 | 76 | Construction of Subgrade & Eartnen Shoulder\nConstruction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 1000m as per Technical Specification Clause 301.4.1\n | 1490.1 | Cum | |
| 77 | 77 | Granular Sub-base with Well Graded Material (Table 400.1) Gr-II\nConstruction of granular sub-base by providing well graded material (Crushed Stone Aggregates 0.768 M3/ m3 and Local Sand 0.512 m3/ m3), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 138 | Cum | |
| 78 | 78 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2 mm) 0.27 m3/m3 and crushable screening such as moorum 0.08 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 83.52 | Cum | |
| 79 | 79 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2mm) 0.24 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 440.87 | Cum | |
| 80 | 80 | Prime Coat (Low porosity) 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 0.70- 1.0 kg/sqm (0.85kg/sqm) using mechanical means as per Technical Specification Clause 502. | 5878.2 | Sqm | |
| 81 | 81 | Tack coat Providing and applying tack coat with bitumen emulsion RS-1 using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm (0.275kg/sqm) on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 13453.2 | Sqm | |
| 82 | 82 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates 0.27 m3 / 10 sqm using penetration grade bitumen (17.52 kg/10 sqm) VG -10 (S-90) with 8 % waste plastic (1.48 kg/10 sqm) 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 5878.2 | Sqm | |
| 83 | 83 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder penetration Grade S-90 (VG-10) @ 5 per cent of mix and filler( 2 percent of mix), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 189.38 | Cum | |
| 84 | 84 | 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\nOrdinary Kilometer Stone (Precast) | 3 | Each | |
| 85 | 85 | 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\n200 m stone (precast) | 8 | Each | |
| 86 | 86 | Direction and Place Identification signs with size more than 0.9 sqm size board Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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. | 1.92 | Sqm | |
| 87 | 87 | 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, 600 mm equilateral & triangle | 15 | Nos | |
| 88 | 88 | 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 801 600 mm circular | 12 | Nos | |
| 89 | 89 | 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 801 600 mm x 450 mm rectangular | 4 | Nos | |
| 90 | 90 | 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 801,900 mm octagon stop board | 2 | Nos | |
| 91 | 91 | Boundary Pillar/Gaurd Post Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 40 | Nos | |
| 92 | 92 | Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 97 | Each | |
| 93 | 93 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 400 | Sqm | |
| 94 | 94 | Providing and fixing of typical MR/ MMGSY 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 | Nos | |
| 95 | 95 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 5.76 | Cum | |
| 96 | 96 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. | 78.8 | Sqm | |
| 97 | 97 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 117.12 | Sqm | |
| 98 | 98 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 15.66 | Cum | |
| 99 | 99 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 2.05 | Cum | |
| 100 | 100 | Brick Masonary work in cm 1:4 in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 | 13.87 | Cum | |
| 101 | 101 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 7.5 | M | |
| 102 | 102 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 9.12 | Sqm | |
| 103 | 103 | Labour Cess on M/R Works @ 1 % | 1 | percent | |
| 104 | 104 | GST on M/R Works @12 % | 12 | Percent | |
| 105 | 105 | SEIGNIORAGE FEE @ 10 % on Minor Mines in M/R Works | 10 | Percent | |
| 106 | 106 | Five Year Routine Maintenance | 20 | Quarter Year | |
| 107 | 107 | Labour Cess on Five Year Routine Maintenance @ 1 % | 1 | percent | |
| 108 | 108 | GST on Maintenance @ 12 % | 12 | Percent | |
| 109 | 109 | SEIGNIORAGE FEE on Minor Mines for Maintenance in M/R Works @10 % | 10 | Percent | |
| 110 | 110 | (iv) Name of Work: Maintenance and Repair of Road & CD Works for Khadua to Gunsej in Suryapura Block (Length- 4.10 km) | |||
| 111 | 111 | Clearing and Grubbing Road Land\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.82 | Hect. | |
| 112 | 112 | Construction of Subgrade & Eartnen Shoulder\nConstruction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 1000m as per Technical Specification Clause 301.4.1\n | 4612.5 | Cum | |
| 113 | 113 | Granular Sub-base with Well Graded Material (Table 400.1) Gr-II\nConstruction of granular sub-base by providing well graded material (Crushed Stone Aggregates 0.768 M3/ m3 and Local Sand 0.512 m3/ m3), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 622.97 | Cum | |
| 114 | 114 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2 mm) 0.27 m3/m3 and crushable screening such as moorum 0.08 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 457.92 | Cum | |
| 115 | 115 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2mm) 0.24 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 1048.19 | Cum | |
| 116 | 116 | Prime Coat (Low porosity) 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 0.70- 1.0 kg/sqm (0.85kg/sqm) using mechanical means as per Technical Specification Clause 502. | 13975.9 | Sqm | |
| 117 | 117 | Tack coa Providing and applying tack coat with bitumen emulsion RS-1 using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm (0.275kg/sqm) on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 29504.6 | Sqm | |
| 118 | 118 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates 0.27 m3 / 10 sqm using penetration grade bitumen (17.52 kg/10 sqm) VG -10 (S-90) with 8 % waste plastic (1.48 kg/10 sqm) 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 13975.9 | Sqm | |
| 119 | 119 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder penetration Grade S-90 (VG-10) @ 5 per cent of mix and filler( 2 percent of mix), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 388.22 | Cum | |
| 120 | 120 | 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\nOrdinary Kilometer Stone (Precast) | 5 | Each | |
| 121 | 121 | 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\n200 m stone (precast) | 17 | Each | |
| 122 | 122 | 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, 600 mm equilateral & triangle | 2 | Nos | |
| 123 | 123 | 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 801 600 mm circular | 2 | Nos | |
| 124 | 124 | 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 801 600 mm x 450 mm rectangular | 2 | Nos | |
| 125 | 125 | 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 801,900 mm octagon stop board | 2 | Nos | |
| 126 | 126 | Boundary Pillar/Gaurd Post Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 16 | Nos | |
| 127 | 127 | Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 205 | Each | |
| 128 | 128 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 820 | Sqm | |
| 129 | 129 | Providing and fixing of typical MR/ MMGSY 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 | Nos | |
| 130 | 130 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 5.76 | Cum | |
| 131 | 131 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. | 40.32 | Sqm | |
| 132 | 132 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 117.12 | Sqm | |
| 133 | 133 | Labour Cess on M/R Works @ 1 % | 1 | percent | |
| 134 | 134 | GST on M/R Works @12 % | 12 | Percent | |
| 135 | 135 | SEIGNIORAGE FEE @ 10 % on Minor Mines in M/R Works | 10 | Percent | |
| 136 | 136 | Five Year Routine Maintenance | 20 | Quarter Year | |
| 137 | 137 | Labour Cess on Five Year Routine Maintenance @ 1 % | 1 | percent | |
| 138 | 138 | GST on Maintenance @ 12 % | 12 | Percent | |
| 139 | 139 | SEIGNIORAGE FEE on Minor Mines for Maintenance in M/R Works @10 % | 10 | Percent | |
| 140 | 140 | (V) Name of Work: Maintenance and Repair of Road & CD Works for Suryapura Bhaluni to Tekanpura ROAD IN Suryapura Block (Length- 1.45 km) | |||
| 141 | 141 | Clearing and Grubbing Road Land\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.29 | Hect. | |
| 142 | 142 | 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. | 271.88 | Sqm | |
| 143 | 143 | Construction of Subgrade & Eartnen Shoulder\nConstruction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacted to meet requirement of Tables 300.2 with lead upto 1000m as per Technical Specification Clause 301.4.1\n | 1087.5 | Cum | |
| 144 | 144 | Granular Sub-base with Well Graded Material (Table 400.1) Gr-II\nConstruction of granular sub-base by providing well graded material (Crushed Stone Aggregates 0.768 M3/ m3 and Local Sand 0.512 m3/ m3), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 51.3 | Cum | |
| 145 | 145 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2 mm) 0.27 m3/m3 and crushable screening such as moorum 0.08 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 40.37 | Cum | |
| 146 | 146 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates 1.21 m3/m3 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 type B (11.2mm) 0.24 m3/m3 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 370.7 | Cum | |
| 147 | 147 | Prime Coat (Low porosity) 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 0.70- 1.0 kg/sqm (0.85kg/sqm) using mechanical means as per Technical Specification Clause 502. | 4942.69 | Sqm | |
| 148 | 148 | Tack coa Providing and applying tack coat with bitumen emulsion RS-1 using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm (0.275kg/sqm) on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 10434.6 | Sqm | |
| 149 | 149 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates 0.27 m3 / 10 sqm using penetration grade bitumen (17.52 kg/10 sqm) VG -10 (S-90) with 8 % waste plastic (1.48 kg/10 sqm) 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 4942.69 | Sqm | |
| 150 | 150 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder penetration Grade S-90 (VG-10) @ 5 per cent of mix and filler( 2 percent of mix), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 137.3 | Cum | |
| 151 | 151 | 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\nOrdinary Kilometer Stone (Precast) | 3 | Each | |
| 152 | 152 | 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\n200 m stone (precast) | 6 | Each | |
| 153 | 153 | Direction and Place Identification signs with size more than 0.9 sqm size board Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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. | 1.92 | Sqm | |
| 154 | 154 | 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, 600 mm equilateral & triangle | 15 | Nos | |
| 155 | 155 | 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 801 600 mm circular | 12 | Nos | |
| 156 | 156 | 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 801 600 mm x 450 mm rectangular | 4 | Nos | |
| 157 | 157 | 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 801,900 mm octagon stop board | 2 | Nos | |
| 158 | 158 | Boundary Pillar/Gaurd Post Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 40 | Nos | |
| 159 | 159 | Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 352 | per cm height per letter | |
| 160 | 160 | Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 48 | Each | |
| 161 | 161 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 290 | Sqm | |
| 162 | 162 | Providing and fixing of typical MR/ MMGSY 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 | Nos | |
| 163 | 163 | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 8.64 | Cum | |
| 164 | 164 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204. | 60.48 | Sqm | |
| 165 | 165 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 175.68 | Sqm | |
| 166 | 166 | Labour Cess on M/R Works @ 1 % | 1 | percent | |
| 167 | 167 | GST on M/R Works @12 % | 12 | Percent | |
| 168 | 168 | SEIGNIORAGE FEE @ 10 % on Minor Mines in M/R Works | 10 | Percent | |
| 169 | 169 | Five Year Routine Maintenance | 20 | Quarter Year | |
| 170 | 170 | Labour Cess on Five Year Routine Maintenance @ 1 % | 1 | percent | |
| 171 | 171 | GST on Maintenance @ 12 % | 12 | Percent | |
| 172 | 172 | SEIGNIORAGE FEE on Minor Mines for Maintenance in M/R Works @10 % | 10 | Percent |
AI Tender Summary
Tender Timeline
Feb 11, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 19, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 19, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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