Construction Of Pwd Road To Purbari Lagunaha , Shikti Bridge To Bhairoganj , Barba Khurd To Mangalpur , Tarwalia-Pachgawan
Tender Value
43.91 Lakhs
Estimated cost
Bid Submission
27 May 2021
0 days left
EMD
87828
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BAGAHA → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Pwd Road To Purbari Lagunaha , Shikti Bridge To Bhairoganj , Barba Khurd To Mangalpur , Tarwalia-Pachgawan
BOQ
| Name of Work: PWD Road TO Purbari Lagunaha,Shikti Bridge To Bhairoganj,Barba Khurd To Mangalpur,Tarwalia-Pachgawan | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Permanent Restoration of Road Breaches(Damaged By Flood) in PWD Road TO Purbari Lagunaha | |||
| 2 | 2 | Construction of granular sub-base by providing well 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 smooth wheel\nroller to achieve the desired density, complete as per Technical Specification Clause 401. | 72.23 | cum | |
| 3 | 3 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 38.17 | cum | |
| 4 | 4 | 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\naggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 | 41.19 | cum | |
| 5 | 5 | 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 using mechanical means as per\nTechnical Specification Clause 502 | 806.25 | Sqm | |
| 6 | 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to\n0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 806.25 | Sqm | |
| 7 | 7 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 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 | 806.25 | Sqm | |
| 8 | 8 | Adding GST @ 12% = Rs. | 1 | RS | |
| 9 | 9 | Adding LC @ 1% = Rs. | 1 | RS | |
| 10 | 10 | Permanent Restoration of Road Breaches(Damaged By Flood) in Shikti Bridge To Bhairoganj | |||
| 11 | 11 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 12 | 12 | Construction of granular sub-base by providing well 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 smooth wheel\nroller to achieve the desired density, complete as per Technical Specification Clause 401. | 77.84 | cum | |
| 13 | 13 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 46.39 | cum | |
| 14 | 14 | 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\naggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 | 53.92 | cum | |
| 15 | 15 | 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 using mechanical means as per\nTechnical Specification Clause 502 | 806.25 | Sqm | |
| 16 | 16 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to\n0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 806.25 | Sqm | |
| 17 | 17 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 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 | 806.25 | Sqm | |
| 18 | 18 | Adding GST @ 12% = Rs. | 1 | RS | |
| 19 | 19 | Adding LC @ 1% = Rs. | 1 | RS | |
| 20 | 20 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 21 | 21 | Permanent Restoration of Road Breaches(Damaged By Flood) in Barba Khurd To Mangalpur | |||
| 22 | 22 | Construction of granular sub-base by providing well 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 smooth wheel\nroller to achieve the desired density, complete as per Technical Specification Clause 401. | 62.07 | cum | |
| 23 | 23 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 28.3 | cum | |
| 24 | 24 | 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\naggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 | 31.66 | cum | |
| 25 | 25 | 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 using mechanical means as per\nTechnical Specification Clause 502 | 491.25 | Sqm | |
| 26 | 26 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to\n0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 491.25 | Sqm | |
| 27 | 27 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 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 | 491.25 | Sqm | |
| 28 | 28 | Adding GST @ 12% = Rs. | 1 | RS | |
| 29 | 29 | Adding LC @ 1% = Rs. | 1 | RS | |
| 30 | 30 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 31 | 31 | Permanent Restoration of Road Breaches(Damaged By Flood) in Tarwalia-Pachgawan | |||
| 32 | 32 | Construction of granular sub-base by providing well 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 smooth wheel\nroller to achieve the desired density, complete as per Technical Specification Clause 401. | 46.03 | cum | |
| 33 | 33 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | 21.24 | cum | |
| 34 | 34 | 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\naggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 | 27.09 | cum | |
| 35 | 35 | 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 using mechanical means as per\nTechnical Specification Clause 502 | 450 | Sqm | |
| 36 | 36 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to\n0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 450 | Sqm | |
| 37 | 37 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 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 | 450 | Sqm | |
| 38 | 38 | 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\nexcavated suitable material. | 93.18 | Cum | |
| 39 | 39 | Sand Filling in Foundation Trenches as per drawing and technical\nspecification Clause 1108. | 1.254 | Cum | |
| 40 | 40 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open\nfoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 12.497 | Cum | |
| 41 | 41 | Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications\nClauses 602, 603, 604, 1202 & 1203 | 52.101 | Cum | |
| 42 | 42 | Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical\nspecifications Clauses 602, 603, 604, 1202 & 1203 | 26.261 | Cum | |
| 43 | 43 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202\nans 1204 | 4.068 | Cum | |
| 44 | 44 | Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush\netc. all complete. | 14.1 | Sqm | |
| 45 | 45 | RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications\nClauses 800, 1205.4, 1205.5 | 4.608 | Cum | |
| 46 | 46 | Supplying, fitting and placing HYSD bar reinforcement in super-structure\ncomplete as per drawing and technical specifications | 0.764 | MT | |
| 47 | 47 | Providing and filling joint sealing compound as per drawings and technical\nspecifications with coarse sand and 6 per cent bitumen by weight | 15 | RM | |
| 48 | 48 | Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900\nand 1208.4 | 3.84 | Cum | |
| 49 | 49 | Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-\nstructure as per Technical Specifications Clause 613.4 & 1204. | 68.557 | Sqm | |
| 50 | 50 | Providing 1.5 mm cement punning including curing carriage of water with\nall leads and lifts as per building specification and direction of E/I | 26.56 | Sqm | |
| 51 | 51 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending\nthrough the full width of the structure with slope of 1V: 20H towards drawing | 28 | Nos | |
| 52 | 52 | Adding GST @ 12% = Rs. | 1 | RS | |
| 53 | 53 | Adding LC @ 1% = Rs. | 1 | RS | |
| 54 | 54 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS |
AI Tender Summary
Tender Timeline
May 21, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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