Construction Of Link Road From Saklech To Gawala Km 0/00 To 1/00 -Providing And Laying Metalling Andtarring In Km 0/00 To 1/00 , Construction Of Retaining Walls And Breast Walls At Various Rds , Providing And Laying Cross Drainage Work At Rd 0/210 And 0/
Tender Value
23.62 Lakhs
Estimated cost
Bid Submission
02 Aug 2019
0 days left
EMD
43000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhami → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Link Road From Saklech To Gawala Km 0/00 To 1/00 - Providing And Laying Metalling Andtarring In Km 0/00 To 1/00 , Construction Of Retaining Walls And Breast Walls At Various Rds , Providing And Laying Cross Drainage Work At Rd 0/210 And 0/400 , V-Shape Drain At Rd 0/500 To 1/00
BOQ
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | 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-I as per Technical Specification Clause 405.including carriage of materials with in all leads and lifts and as per the direction of Engineer in Charge. By manual Means | BI01010001010000000000000515BI0100001113 | 302.5 | Cum |
| 2 | 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 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-II as per Technical Specification Clause 405.including carriage of materials with in all leads and lifts and as per the direction of Engineer in Charge. By manual Means | BI01010001010000000000000515BI0100001114 | 226.87 | Cum |
| 3 | 3 | Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 to 1.20 kg, per sqm. using mechanical Means as per Technical Specification Clause 502 (Medium Porosity) including carriage of materials upto all lread and lifts and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001115 | 3025 | Sqm |
| 4 | 4 | Providing laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using penetration grade bitumen or emlusion 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 80-100 KN static roller capacity,finished to required level and grades to be followed by seal coat of Type-B as per Technical Specification Clause 508 including carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge. By Manual Means.(I) Bitumen( VG-10).\n \n | BI01010001010000000000000515BI0100001116 | 3025 | Sqm |
| 5 | 5 | Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type-A, Type-B and Type-C as per Technical Specification Clause 510. A. By Manual Means . Type-B (I) Bitumen(VG-10). | BI01010001010000000000000515BI0100001117 | 3025 | Sqm |
| 6 | 6 | Earthwork in excavation 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 materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge | BI01010001010000000000000515BI0100001118 | 217.32 | Cum |
| 7 | 7 | Providing and laying Plain cement concrete 1:6:12(one cement isto six sand isto twelve graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001119 | 41.41 | Cum |
| 8 | 8 | Providing and laying Nominal mixed and vibrated Plain cement concrete M-10 nominal mix 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001120 | 36.25 | Cum |
| 9 | 9 | Providing and laying Plain cement concrete 1:4:8(one cement isto Four sand isto Eight graded crushed stone aggregate 20 milimetre( Twenty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001121 | 388.38 | Cum |
| 10 | 10 | Back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and technical specifications MORD clause 1204.3.8 including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001122 | 40.41 | Cum |
| 11 | 11 | Providing and laying reinforced concrete pipe IS (Indian Standard) class NP-2 (Non Pressure -Two) of 900(Nine hundred) millimeters internal dia meter for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1;2 (one cement is to two sand ) but excluding excavation ,protection work ,back filling ,concrete and masonary work in head walls and parapets clause 1108 as per drawings and technical specifications MORD including carriage of materials in all leads lifts as per the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001123 | 10 | Rmt. |
| 12 | 12 | Providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications MORD clause 614,709,1204.3.7 including carriage of materials within all leads and lifts as per the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001124 | 317.5 | Rmt |
AI Tender Summary
Tender Timeline
Jul 22, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 02, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 03, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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