Tender For Civil Works - Roads Work - Fdr-21-Benipatti-01
Tender Value
34.20 Lakhs
Estimated cost
Bid Submission
19 Jun 2021
0 days left
EMD
68400
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BENIPATTI → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Roads Work - Fdr-21-Benipatti-01
BOQ
| Name of Work: PACKAGE NO - 3054-FDR/04/ET/2021-22 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ARER HAT TO NAGWAS | |||
| 2 | 2 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 60.71 | Cum | |
| 3 | 3 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 17.25 | Cum | |
| 4 | 4 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 19.97 | Cum | |
| 5 | 5 | Prime Coat (Low porosity)\nProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 266.25 | Sqm | |
| 6 | 6 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 266.25 | Sqm | |
| 7 | 7 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, 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 using penetration grade bitumen 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. | 266.25 | Sqm | |
| 8 | 8 | ADD GST @ 12 % | 1 | RS | |
| 9 | 9 | ADD LABOUR CESS @ 1 % | 1 | RS | |
| 10 | 10 | ADD SEIGNIORAGE FEE | 1 | RS | |
| 11 | 11 | ARER HAT TO CHAMPA | |||
| 12 | 12 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 150.48 | Cum | |
| 13 | 13 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 31.36 | Cum | |
| 14 | 14 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 49.5 | Cum | |
| 15 | 15 | Prime Coat (Low porosity)\nProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 660 | Sqm | |
| 16 | 16 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 660 | Sqm | |
| 17 | 17 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, 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 using penetration grade bitumen 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. | 660 | Sqm | |
| 18 | 18 | ADD GST @ 12 % | 1 | RS | |
| 19 | 19 | ADD LABOUR CESS @ 1 % | 1 | RS | |
| 20 | 20 | ADD SEIGNIORAGE FEE | 1 | RS | |
| 21 | 21 | T02 TO SHAHPUR | |||
| 22 | 22 | Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. | 24.75 | Cum | |
| 23 | 23 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. | 7.32 | Cum | |
| 24 | 24 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 17.31 | Cum | |
| 25 | 25 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 7.5 | Cum | |
| 26 | 26 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 5.63 | Cum | |
| 27 | 27 | Cement Concrete Pavement \nConstruction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 12 | Sqm | |
| 28 | 28 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 20 | Sqm | |
| 29 | 29 | Slab 1X6.0X3.0\nEarth work in excavation of foundation trenches :-- 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. | 201.78 | Cum | |
| 30 | 30 | Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 . | 5.01 | Cum | |
| 31 | 31 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 35.11 | Cum | |
| 32 | 32 | 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 | 117.65 | Cum | |
| 33 | 33 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M15 (PCC 1:2.5:5) | 84.7 | Cum | |
| 34 | 34 | Plain/reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 10.02 | Cum | |
| 35 | 35 | Providing RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 | 24.34 | Cum | |
| 36 | 36 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 2.245 | MT | |
| 37 | 37 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight | 15 | RM | |
| 38 | 38 | Providing weep holes in abutement :-- 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 | 42 | Nos | |
| 39 | 39 | Drainage spouts complete as per drawing and technical specifications Clause 1209. | 4 | Nos | |
| 40 | 40 | Painting on Parapet Wall 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 | 39.36 | Sqm | |
| 41 | 41 | ADD GST @ 12 % | 1 | RS | |
| 42 | 42 | ADD LABOUR CESS @ 1 % | 1 | RS | |
| 43 | 43 | ADD SEIGNIORAGE FEE | 1 | RS | |
| 44 | 44 | SHIVNAGAR MADHOPUR TO USRAHI | |||
| 45 | 45 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 25.65 | Cum | |
| 46 | 46 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 6.32 | Cum | |
| 47 | 47 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 8.44 | Cum | |
| 48 | 48 | Prime Coat (Low porosity)\nProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 112.5 | Sqm | |
| 49 | 49 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 112.5 | Sqm | |
| 50 | 50 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, 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 using penetration grade bitumen 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. | 112.5 | Sqm | |
| 51 | 51 | ADD GST @ 12 % | 1 | RS | |
| 52 | 52 | ADD LABOUR CESS @ 1 % | 1 | RS | |
| 53 | 53 | ADD SEIGNIORAGE FEE | 1 | RS |
AI Tender Summary
Tender Timeline
Jun 14, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 19, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 19, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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