Construction Of Muldam Punjee Road , ( 2 ) Construction Of Madhura To Indra Nagar Road , ( 3 ) Re-Construction Of Dumurghat Guabari Road , ( 4 ) Construction Of Slab Culvert At Tikal Market To Tikal Basti Road And ( 5 ) Construction Of Box
Tender Value
3.10 Crore
Estimated cost
Bid Submission
10 Feb 2021
0 days left
EMD
6.20 Lakhs
Bank guarantee accepted
Document Fee
9300
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udharbond → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Muldam Punjee Road , ( 2 ) Construction Of Madhura To Indra Nagar Road , ( 3 ) Re-Construction Of Dumurghat Guabari Road , ( 4 ) Construction Of Slab Culvert At Tikal Market To Tikal Basti Road And ( 5 ) Construction Of Box
BOQ
| Name of Work: (1) Construction of Muldam Punjee road, (2) Construction of Madhura to Indra Nagar road, (3) Re-construction of Dumurghat Guabari road, (4) Construction of Slab Culvert at Tikal Market to Tikal Basti road and (5) Construction of Box Culvert at Arkatipur near Ramraj Kahar house under SOPD-G for the year 2020-21, Udharbond LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1) Modhura Mouldam Punjee Road. Excavation in soil in Hilly Area by mechanical means including cutting and trimming ofside slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20m as per Technical Specification Clause 1603.1 | BI01010001010000000000000515BI0100001113 | 2875.86 | Cum |
| 2 | 2 | Construction of embankment with materials obtained from borrow pits, with lift of 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 – 1 and 300-2 with lead upto 1000 m as per technical specification clause 301.5 I . Private land | BI01010001010000000000000515BI0100001114 | 5210.5 | Cum |
| 3 | 3 | Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits, with initial lead up to 3.00 Km. transporting to site, spreading, grading to required slope and compacting to meet requirement …etc…etc...i ) Private land | BI01010001010000000000000515BI0100001115 | 2981.73 | Cum |
| 4 | 4 | Construction of granular sub base by providing coarse graded material ,spreading in uniform layers with motor grader on prepared surface mixing by mixing in place method with rotator at OMC and compacting with vibratory roller to achieve the desired density.complete as per Cl 401 (ii) Grading-II Materials | BI01010001010000000000000515BI0100001116 | 563.27 | Cum |
| 5 | 5 | Water Bound Macadam with Stone Screenings Type B11.2mm for WBM Grading 2.Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with Smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 .\n(A) By Manual Means. (WBM-II). | BI01010001010000000000000515BI0100001117 | 281.25 | Cum |
| 6 | 6 | Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kN static roller 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 .\n3) WBM Grading 3 ,Using stone screening Type-B 11.2 mm for Gr.III,(A) By Manual Means | BI01010001010000000000000515BI0100001118 | 281.25 | Cum |
| 7 | 7 | Providing and applying primer coat with bitumin emalstion (CSS-1)on prepared surface of granelar base/W.BM/WMM.including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechancial ,means as per T.S Cl no 502. | BI01010001010000000000000515BI0100001119 | 3750 | Sqm |
| 8 | 8 | Providing and Surface Dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface,followed by a cover of crushed stone aggregates of specific size and rolling with three wheel 80-100KN static roller including cleaning the road surface as per T.S.Cl-507. | BI01010001010000000000000515BI0100001120 | 3750 | Sqm |
| 9 | 9 | Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 Kg/sqm. On the prepared granular surface treted with primer and cleaned with hydraulic broom as per T.S cl no 503. | BI01010001010000000000000515BI0100001121 | 3750 | Sqm |
| 10 | 10 | Semi-Dense-Bituminous Concrete.(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 aggerates of specified grading,premixed with bituminous binder @4.5 to5% of mix and filler transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the reqd grade,level and alignment,rolling with smooth whelled,vibratory and tandem rollers to achieve the desired compaction as per MOSRT&H cl no.508.complete in all respect.(A) With hydrated lime/cement as filler.(i0with 60/70 or VG-30 grade bitumen for Grading -ii (10mm nominal size). | BI01010001010000000000000515BI0100001122 | 93.75 | Cum |
| 11 | 11 | Construction of unlined surfaced drain of avg. cross sectional Area= 0.40 Sq.m in soil in specified line grades levels and dimension as per T.S. Cl 307 (A) Manual Means. | BI01010001010000000000000515BI0100001123 | 451 | RM |
| 12 | 12 | Providing and Fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade etc....as per drawing clause 1701.2.2 \n(i) 90 cm Equileteral Triangle | BI01010001010000000000000515BI0100001124 | 2 | Each |
| 13 | 13 | Planting of Trees and their Maintenance for three 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 mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guard and maintaining the plants for three year. | BI01010001010000000000000515BI0100001125 | 14 | Each |
| 14 | 14 | Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials.Ordinary soil,(i)Up to 3.00m depth. | BI01010001010000000000000515BI0100001126 | 319.34 | Cum |
| 15 | 15 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203. B. with natural Gravel (i) PCC Grade M10 (I)nominal mix 1:3:6. | BI01010001010000000000000515BI0100001127 | 31.74 | Cum |
| 16 | 16 | Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105(i)(A) With Crusehed Stone (ii)Nominal Mix 1:2.5:5 (Hand mix) | BI01010001010000000000000515BI0100001128 | 11.22 | Cum |
| 17 | 17 | Plain/Reinforced cement concrete in sub stucture complete as per drawing and techinal specification clause 802,804,805,806,807 & 1204.(B) with Natural Graval. ii PCC M20,(i)Nominal Mix (1:2:4) | BI01010001010000000000000515BI0100001129 | 289.2 | Cum |
| 18 | 18 | Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 600mm Dia | BI01010001010000000000000515BI0100001130 | 15 | RM |
| 19 | 19 | Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 1000 mm dia. | BI01010001010000000000000515BI0100001131 | 20 | RM |
| 20 | 20 | Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification. | BI01010001010000000000000515BI0100001132 | 85.86 | Sqm |
| 21 | 21 | Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 and 1204.B. With natural gravel III. R.C.C grade M 20.i) For height upto 5 m | BI01010001010000000000000515BI0100001133 | 3.45 | Cum |
| 22 | 22 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifcation Clauses 800 1205 and 1205.5\n A. With crushed stone.II. RCC M 25. (b) Height from 5 m to 10 m | BI01010001010000000000000515BI0100001134 | 10.04 | Cum |
| 23 | 23 | Supplying fitting and placing TMT(Fe500) bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002 1010 and 1202 | BI01010001010000000000000515BI0100001135 | 1 | MT |
| 24 | 24 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutmant, wingwall, return wall with 100 mm dia AC pipe extending through the full widht of the structures with slopes of 1 (V) : 20(H) towards drawaing face concrete as per drawing and technical specification. | BI01010001010000000000000515BI0100001136 | 16 | Nos |
| 25 | 25 | SS Road To Indranagar Road. Scarifying the existing bituminous rosd surface to a depth of 150mm and disposal of scarified materials with a lift up to 3m and lead upto 1000m as per T.S Cl-301.4. | BI01010001010000000000000515BI0100001137 | 900 | Sqm |
| 26 | 26 | Maintenance of earthen soulder (filling with fresh secleted soil) Making up loss of meterial/irregularities on shoulder to the design level by adding fersh approved seclected soil and compecting it with appropriate equipment etc. | BI01010001010000000000000515BI0100001138 | 2320 | Sqm |
| 27 | 27 | Water Bound Macadam with Stone Screenings Type B11.2mm for WBM Grading 2.Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with Smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 .\n(A) By Manual Means. (WBM-II) | BI01010001010000000000000515BI0100001139 | 258.75 | Cum |
| 28 | 28 | Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kN static roller 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 .\n3) WBM Grading 3,Using stone screening Type-B 11.2 mm for Gr.III ,(A) By Manual Means | BI01010001010000000000000515BI0100001140 | 326.25 | Cum |
| 29 | 29 | Providing and applying primer coat with bitumin emalstion (CSS-1)on prepared surface of granelar base/W.BM/WMM.including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechancial ,means as per T.S Cl no 502. | BI01010001010000000000000515BI0100001141 | 4350 | Sqm |
| 30 | 30 | Providing and Surface Dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface,followed by a cover of crushed stone aggregates of specific size and rolling with three wheel 80-100KN static roller including cleaning the road surface as per T.S.Cl-507. | BI01010001010000000000000515BI0100001142 | 4350 | Sqm |
| 31 | 31 | Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 Kg/sqm. On the prepared granular surface treted with primer and cleaned with hydraulic broom as per T.S cl no 503. | BI01010001010000000000000515BI0100001143 | 4350 | Sqm |
| 32 | 32 | Semi-Dense-Bituminous Concrete.(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 aggerates of specified grading,premixed with bituminous binder @4.5 to5% of mix and filler transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the reqd grade,level and alignment,rolling with smooth whelled,vibratory and tandem rollers to achieve the desired compaction as per MOSRT&H cl no.508.complete in all respect.(A) With hydrated lime/cement as filler.(i0with 60/70 or VG-30 grade bitumen for Grading -ii (10mm nominal size). | BI01010001010000000000000515BI0100001144 | 108.75 | Cum |
| 33 | 33 | Providing and Fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade etc....as per drawing clause 1701.2.2 \n(i) 90 cm Equileteral Triangle\n | BI01010001010000000000000515BI0100001145 | 4 | Each |
| 34 | 34 | Planting of Trees and their Maintenance for three 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 mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | BI01010001010000000000000515BI0100001146 | 13 | Each |
| 35 | 35 | Dumurghat Guabari Road. Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified materials with a lift up to 3m and lead upto 1000m as per T.S Cl-301.4. | BI01010001010000000000000515BI0100001147 | 4875 | Sqm |
| 36 | 36 | Maintance of earthen soulder (filling with fresh secleted soil)Makingup loss of meterial/irregularities on shoulder to the design level by adding fersh approved seclected soil and compecting it with appropriate equipment etc. | BI01010001010000000000000515BI0100001148 | 5520 | Sqm |
| 37 | 37 | Water Bound Macadam with Stone Screenings Type B11.2mm for WBM Grading 2.Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with Smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 .(A) By Manual Means. (WBM-II). | BI01010001010000000000000515BI0100001149 | 410.63 | Cum |
| 38 | 38 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade, Camber etc... A. By Manual Means, (III ) Grading III (c ) Using Screnning Type B (11.2 mm Agg)\n | BI01010001010000000000000515BI0100001150 | 776.25 | Cum |
| 39 | 39 | Providing and applying primer coat with bitumin emalstion (CSS-1)on prepared surface of granelar base/W.BM/WMM.including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechancial ,means as per T.S Cl no 502. | BI01010001010000000000000515BI0100001151 | 10350 | Sqm |
| 40 | 40 | Providing and Surface Dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface,followed by a cover of crushed stone aggregates of specific size and rolling with three wheel 80-100KN static roller including cleaning the road surface as per T.S.Cl-507. | BI01010001010000000000000515BI0100001152 | 10350 | Sqm |
| 41 | 41 | Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 Kg/sqm. On the prepared granular surface treted with primer and cleaned with hydraulic broom as per T.S cl no 503. | BI01010001010000000000000515BI0100001153 | 15300 | Sqm |
| 42 | 42 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.\n | BI01010001010000000000000515BI0100001154 | 217.5 | Cum |
| 43 | 43 | Semi-Dense-Bituminous Concrete.(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 aggerates of specified grading,premixed with bituminous binder @4.5 to5% of mix and filler transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the reqd grade,level and alignment,rolling with smooth whelled,vibratory and tandem rollers to achieve the desired compaction as per MOSRT&H cl no.508.complete in all respect.(A) With hydrated lime/cement as filler.(i0with 60/70 or VG-30 grade bitumen for Grading -ii (10mm nominal size). | BI01010001010000000000000515BI0100001155 | 258.75 | Cum |
| 44 | 44 | Providing and Fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade etc....as per drawing clause 1701.2.2 \n(i) 90 cm Equileteral Triangle | BI01010001010000000000000515BI0100001156 | 1 | Each |
| 45 | 45 | Planting of Trees and their Maintenance for three 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 mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | BI01010001010000000000000515BI0100001157 | 8 | Each |
| 46 | 46 | Slab Culvert at Tikal Market to Tikal Basti Road. Construction of embankment with materials obtained from borrow pits, with lift of 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 – 1 and 300-2 with lead upto 1000 m as per technical specification clause 301.5 I . Private land | BI01010001010000000000000515BI0100001158 | 824.1 | Cum |
| 47 | 47 | Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits, with initial lead up to 3.00 Km. transporting to site, spreading, grading to required slope and compacting to meet requirement …etc…etc...i ) Private land | BI01010001010000000000000515BI0100001159 | 91.2 | Cum |
| 48 | 48 | Construction of granular sub base by providing coarse graded material ,spreading in uniform layers with motor grader on prepared surface mixing by mixing in place method with rotator at OMC and compacting with vibratory roller to achieve the desired density.complete as per Cl 401 (ii) Grading-II Materials | BI01010001010000000000000515BI0100001160 | 16.88 | Cum |
| 49 | 49 | Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kN static roller 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 \n3) WBM Grading 3,Using stone screening Type-B 11.2 mm for Gr.III,(A) By Manual Means | BI01010001010000000000000515BI0100001161 | 8.44 | Cum |
| 50 | 50 | Providing Interlocking Concrete Block pavement. 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)\n | BI01010001010000000000000515BI0100001162 | 112.5 | Sqm |
| 51 | 51 | Providing and Fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade etc....as per drawing clause 1701.2.2 \n(ii) 60 cm Equileteral Triangle | BI01010001010000000000000515BI0100001163 | 2 | Each |
| 52 | 52 | 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.\n | BI01010001010000000000000515BI0100001164 | 22 | Each |
| 53 | 53 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. | BI01010001010000000000000515BI0100001165 | 42.6 | Cum |
| 54 | 54 | Making 120cm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire , Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete. | BI01010001010000000000000515BI0100001166 | 15 | RM |
| 55 | 55 | Excavation for Structures.Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nI. Ordinary Soil. A.manual means (i) Upto 3 m depth | BI01010001010000000000000515BI0100001167 | 124.43 | Cum |
| 56 | 56 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203.\n A. With natural gravel. I. P.C.C grade M 10. (i) Nominal mix 1:3:6. | BI01010001010000000000000515BI0100001168 | 18.8 | Cum |
| 57 | 57 | Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 and 1204.\nB. With natural gravelIII. P.C.C grade M 20.i) Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001169 | 266.35 | Cum |
| 58 | 58 | Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 and 1204.A)With Crushed Stone. III. R.C.C grade M 20. i) For height upto 5 m | BI01010001010000000000000515BI0100001170 | 4.17 | Cum |
| 59 | 59 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifcation Clauses 800 1205 and 1205.5\n A. With crushed stone.II. RCC M 25 .(b) Height from 5 m to 10 m | BI01010001010000000000000515BI0100001171 | 10.04 | Cum |
| 60 | 60 | Supplying fitting and placing TMT(Fe500) bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002 1010 and 1202 | BI01010001010000000000000515BI0100001172 | 1 | MT |
| 61 | 61 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutmant, wingwall, return wall with 100 mm dia AC pipe extending through the full widht of the structures with slopes of 1 (V) : 20(H) towards drawaing face concrete as per drawing and technical specification. | BI01010001010000000000000515BI0100001173 | 16 | Nos |
| 62 | 62 | Slab culvert at Arkatipur. Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m transporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5. | BI01010001010000000000000515BI0100001174 | 2813.4 | Cum |
| 63 | 63 | Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits, with initial lead up to 3.00 Km. transporting to site, spreading, grading to required slope and compacting to meet requirement …etc…etc...i ) Private land | BI01010001010000000000000515BI0100001175 | 364.8 | Cum |
| 64 | 64 | Construction of granular sub base by providing coarse graded material ,spreading in uniform layers with motor grader on prepared surface mixing by mixing in place method with rotator at OMC and compacting with vibratory roller to achieve the desired density.complete as per Cl 401 (ii) Grading-II Materials | BI01010001010000000000000515BI0100001176 | 67.5 | Cum |
| 65 | 65 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade, Camber etc... A. By Manual Means, (III ) Grading III (c ) Using Screnning Type B (11.2 mm Agg) | BI01010001010000000000000515BI0100001177 | 33.75 | Cum |
| 66 | 66 | Providing Interlocking Concrete Block pavement (M-40) having thickness 80mm as per technical specification etc… | BI01010001010000000000000515BI0100001178 | 450 | Sqm |
| 67 | 67 | Planting of Trees and their Maintenance for three 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 mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guard and maintaining the plants for three year. | BI01010001010000000000000515BI0100001179 | 9 | Each |
| 68 | 68 | Excavation for Structures.Earth in excavaton for structures as per drawing and Technical Specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.\nI. Ordinary Soil. A.manual means (i) Upto 3 m depth | BI01010001010000000000000515BI0100001180 | 82.94 | Cum |
| 69 | 69 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203.\n A. With natural gravel. I. P.C.C grade M 10. (i) Nominal mix 1:3:6. | BI01010001010000000000000515BI0100001181 | 13.07 | Cum |
| 70 | 70 | Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 and 1204.\nB. With natural gravelIII. P.C.C grade M 20.i) Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001182 | 178.43 | Cum |
| 71 | 71 | Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 and 1204.A)With Crushed Stone. III. R.C.C grade M 20. i) For height upto 5 m | BI01010001010000000000000515BI0100001183 | 2.76 | Cum |
| 72 | 72 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifcation Clauses 800 1205 and 1205.5\n A. With crushed stone.II. RCC M 25 .(b) Height from 5 m to 10 m | BI01010001010000000000000515BI0100001184 | 8.29 | Cum |
| 73 | 73 | Supplying fitting and placing TMT(Fe500) bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002 1010 and 1202 | BI01010001010000000000000515BI0100001185 | 0.87 | MT |
| 74 | 74 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutmant, wingwall, return wall with 100 mm dia AC pipe extending through the full widht of the structures with slopes of 1 (V) : 20(H) towards drawaing face concrete as per drawing and technical specification. | BI01010001010000000000000515BI0100001186 | 14 | Nos |
AI Tender Summary
Tender Timeline
Feb 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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