Construction Of Bt Road Under Package No . Rj-14/5054/Rr/Uc/19-20/01 In Pwd Dn . Sagwara
Tender Value
1.30 Crore
Estimated cost
Bid Submission
25 Jan 2020
0 days left
EMD
2.60 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sagwara → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bt Road Under Package No . Rj-14/5054/Rr/Uc/19-20/01 In Pwd Dn . Sagwara
BOQ
| Name of Work: Construction of BT Road under Package No. RJ-14/5054/RR/UC/19-20/01 in PWD Dn. Sagwara | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PART -\" A\" - EARTH WORK\nClearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201).BY MECHANICAL MEANSIn area of Light Jungle.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001112 | 1.08 | Hect |
| 2 | 2 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001112 | 0.6 | Hect |
| 3 | 3 | Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth. (MoRTH specification : clause 301 to 305).By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001113 | 1586.93 | Cum |
| 4 | 4 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001114 | 697.28 | Cum |
| 5 | 5 | Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth. (MoRTH specification : clause 301 to 305).By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001115 | 525.83 | Cum |
| 6 | 6 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001116 | 464.85 | Cum |
| 7 | 7 | Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001117 | 9832.63 | Cum |
| 8 | 8 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001118 | 3439.62 | Cum |
| 9 | 9 | Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305\nA/R Fatehgarh | BI01010001010000000000000515BI0100001119 | 1752.76 | Cum |
| 10 | 10 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001120 | 1162.13 | Cum |
| 11 | 11 | Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001121 | 2433 | Cum |
| 12 | 12 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001122 | 900 | Cum |
| 13 | 13 | PART -\" B\" - WBM & Hard Shoulder\nProviding, laying and spreading of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401.Grading-II\nA/R Fatehgarh | BI01010001010000000000000515BI0100001123 | 2245.5 | Cum |
| 14 | 14 | PART -\" B\" - WBM & Hard Shoulder\nProviding, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.By Mix in Place Method.Grading-III\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001124 | 1276.2 | Cum |
| 15 | 15 | Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift .By mechanical means with lead upto 1 km\nA/R Fatehgarh | BI01010001010000000000000515BI0100001125 | 1434.38 | Cum |
| 16 | 16 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001126 | 315.56 | Cum |
| 17 | 17 | PART -\" C\" - B.T. Work\nProviding and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112\nA/R Fatehgarh | BI01010001010000000000000515BI0100001127 | 8338.5 | Sqm |
| 18 | 18 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001128 | 2103.75 | Sqm |
| 19 | 19 | Providing and applying tack coat on the prepared surface, with bitumen VG10 as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001129 | 8338.5 | Sqm |
| 20 | 20 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001130 | 2103.75 | Sqm |
| 21 | 21 | 20 mm Thick open graded pre mix carpet using bituminous (viscosity grade/ modified bitumin ) binder using plastic waste Providing and laying open graded premix carpet 20mm thick composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line,grade andlevel to serve as wearing course on a previously prepared base including mixing of aggregate and plastic waste cutting in a hot mix plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finishedto requred level and grade to be followed by seal coat of either type A or type B or Type C as per Mord specification clause 508 ( Bitumen VG 30 ) By Mechanical means,plastic waste @ 8% of Bitumen \nA/R Fatehgarh | BI01010001010000000000000515BI0100001131 | 8338.5 | Sqm |
| 22 | 22 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001132 | 2103.75 | Sqm |
| 23 | 23 | Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511).Bitumen VG10 grade\nA/R Fatehgarh | BI01010001010000000000000515BI0100001133 | 8338.5 | Sqm |
| 24 | 24 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001134 | 2103.75 | Sqm |
| 25 | 25 | PART 'D' : C.C. ROAD\nProviding and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade \nA/R Fatehgarh | BI01010001010000000000000515BI0100001135 | 240 | Cum |
| 26 | 26 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001136 | 360 | Cum |
| 27 | 27 | PART 'E' : Road Furniture\nReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc,Ordinary kilometer stone (precast)\nHectometer stone (precast)\nA/R Fatehgarh | BI01010001010000000000000515BI0100001137 | 4 | Each |
| 28 | 28 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001138 | 2 | Each |
| 29 | 29 | Hectometer stone (precast)\nA/R Fatehgarh | BI01010001010000000000000515BI0100001139 | 10 | Each |
| 30 | 30 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001140 | 4 | Each |
| 31 | 31 | Boundary pillar.Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting\nA/R Fatehgarh | BI01010001010000000000000515BI0100001141 | 45 | Each |
| 32 | 32 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001142 | 15 | Each |
| 33 | 33 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle\nA/R Fatehgarh | BI01010001010000000000000515BI0100001143 | 10 | Each |
| 34 | 34 | Retro-Reflectorised Traffic Signs.Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing .90 cm equilateral triangle\n80 mm x 60 mm rectangular\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001144 | 10 | Each |
| 35 | 35 | 80 mm x 60 mm rectangular\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001145 | 2 | Each |
| 36 | 36 | Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle\nA/R Fatehgarh | BI01010001010000000000000515BI0100001146 | 2 | Each |
| 37 | 37 | 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.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001147 | 310 | Sqm |
| 38 | 38 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001148 | 180 | Sqm |
| 39 | 39 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing\nA/R Fatehgarh | BI01010001010000000000000515BI0100001149 | 3.7 | Sqm |
| 40 | 40 | Direction and Place Identification Signs upto 0.9 sqm Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001150 | 2 | Each |
| 41 | 41 | PART 'F' : CD Works\nEarthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304].In ordinary soil [MoRTH Specification : clause 301].BY MECHANICAL MEANS.Depth upto 3m\nA/R Fatehgarh | BI01010001010000000000000515BI0100001151 | 646.27 | Cum |
| 42 | 42 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001152 | 359.27 | Cum |
| 43 | 43 | Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)\nA/R Fatehgarh | BI01010001010000000000000515BI0100001153 | 64.45 | Cum |
| 44 | 44 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001154 | 31.57 | Cum |
| 45 | 45 | Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.By Mix in Place Method.Grading-III\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001155 | 6.43 | Cum |
| 46 | 46 | Stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [MoRTH specification : Section 1000, 1400]Random Rubble Masonry (coursed/uncoursed)\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001156 | 240.54 | Cum |
| 47 | 47 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).1000mm dia.\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001157 | 52.5 | Mtr |
| 48 | 48 | Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000mm dia\nA/R Fatehgarh | BI01010001010000000000000515BI0100001158 | 52.5 | Mtr |
| 49 | 49 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).500 mm dia.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001159 | 37.5 | Mtr |
| 50 | 50 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001160 | 22.5 | Mtr |
| 51 | 51 | Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)\nA/R Fatehgarh | BI01010001010000000000000515BI0100001161 | 7.98 | Cum |
| 52 | 52 | Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]\nA/R Fatehgarh | BI01010001010000000000000515BI0100001162 | 594.04 | Cum |
| 53 | 53 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001163 | 3.35 | Cum |
| 54 | 54 | Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001164 | 287.58 | Sqm |
| 55 | 55 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001165 | 44.76 | Sqm |
| 56 | 56 | Pointing of any design with cement mortar (1:3) on masonry work/in substructure at any height. [MoRTH Specification : Clause 1312].\nA/R Fatehgarh | BI01010001010000000000000515BI0100001166 | 172.62 | Sqm |
| 57 | 57 | Providing cement pointing 1:2, Flush & Ruled on stone, brickwork, floor at all levels. (MoRTH Specification : clause 1000/1300).\nA/R Siddhanathpura | BI01010001010000000000000515BI0100001167 | 172.62 | Sqm |
| 58 | 58 | Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].\nA/R Fatehgarh | BI01010001010000000000000515BI0100001168 | 75 | Mtr |
| 59 | 59 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately).Hole 1.2m dia and 1.2m deep\nA/R Fatehgarh | BI01010001010000000000000515BI0100001169 | 200 | Each |
| 60 | 60 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001170 | 120 | Each |
| 61 | 61 | Plants and shrubs in central verge where verge is 3.0 metres and above (200 plants and 800 shrubs in two rows in one km).Maintenance of plants and shrubs in central verge for one year.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001171 | 360 | Mtr |
| 62 | 62 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001172 | 310 | Mtr |
| 63 | 63 | Providing and fixing wrought iron and Mild steel welded work (using flats, square bars, tees and channel grills, grating) frames, gates and tree guards of any size and design etc. including cot of screens and welding rods or bolts and nuts, complete, fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.\nA/R Fatehgarh | BI01010001010000000000000515BI0100001173 | 6 | Qtl |
| 64 | 64 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001174 | 10 | Qtl |
| 65 | 65 | Providing & fixing letters/borders from reflective tape of approved quality in standard width of (MoRTH specification : clause 800).Providing and fixing letters (100mm wide)\nA/R Fatehgarh | BI01010001010000000000000515BI0100001175 | 7500 | Letter per cm ht. |
| 66 | 66 | A/R Siddhanathpura | BI01010001010000000000000515BI0100001176 | 2600 | Letter per cm ht. |
AI Tender Summary
Tender Timeline
Dec 28, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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