Construction And Maintenance Of Road From Nagulta To Razar Km 12Th To Km 24Th Rd 700 ( Part-Ii ) , Package No . Jk14-362 , Phase-Viii , Stage Ii , Block Chenani , District Udhampur
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Dec 2020
0 days left
EMD
11.73 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chenani → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction And Maintenance Of Road From Nagulta To Razar Km 12Th To Km 24Th Rd 700 ( Part-Ii ) , Package No . Jk14-362 , Phase-Viii , Stage Ii , Block Chenani , District Udhampur
BOQ
| Name of Work: Construction & Maintenance of Road from Nagulta to Razar Km 12th to Km 24th RD 700 (Part-II) Package No: JK14-362 Phase-VIII, Stage-II, Block Chenani , District Udhampur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures:-Earthwork in excavation for structures in all kinds of soil, soft rock and hard rock as per drawings and Technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposing of surplus, un-serviceable Excavated earth as directed at site for safe disposal of same without damaging private/public property, dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required. | item 01 | 2430 | Cum |
| 2 | 2 | Excavation for Structures:-Earthwork in excavation for structures in ordinary soil as per drawings and Technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposing of surplus, un-serviciable excavated earth as directed at site for safe disposal of same without damaging private /public property,dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required. | item 02 | 1137.7 | Cum |
| 3 | 3 | Providing and laying of plain cement concrete in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203. including form work with cement concrete grade M-10 including all carriages of materials by MT, leads and lifts etc complete. | item 03 | 340 | Cum |
| 4 | 4 | Providing and laying of plain / reinforced cement concrete of Grade M-15 in foundation complete as per drawings & Technical specification Clauses 802, 803, 1202 and 1203.including all carriages of materials by MT, leads and lifts etc complete. | item 04 | 565 | Cum |
| 5 | 5 | Providing and laying of plain / reinforced cement concrete of Grade M-15 in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 including all carriages of Materials by MT, leads and lifts etc complete. . For height upto 5 Mtrs. | item 05 | 52.08 | Cum, |
| 6 | 6 | Providing and laying of plain cement concrete of Grade M-20 in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 including all carriages of materials by MT, leads and lifts etc complete. For height upto 5Mtrs. | item 06 | 25.98 | Cum |
| 7 | 7 | Polygonal/Random Rubble Masonry laid dry un coursed brought to course in sub structure including cost of bond/through stones, also including all carriages of materials by MT, leads and lifts etc complete (with Nallah stone ) | item 07 | 703.19 | Cum |
| 8 | 8 | Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in sub- structure including leveling up as specified level with M-5 nominal mix with size of stone aggregate 20mm nominal including cost of through/bond stones , including all carriages of materials by MT, leads and lifts etc complete. . (with Nallah stone ). | item 08 | 930.78 | Cum |
| 9 | 9 | Polygonal/Random Rubble Masonry un coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in Foundation including leveling up as specified level with M-5 nominal mix with size of stone aggregate 20mm nominal including cost of through/bond stones , including all carriages of materials by MT, leads and lifts etc complete (with Nallah stone) | item 09 | 178.32 | Cum |
| 10 | 10 | Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 alsoincluding all carriages of materials by MT, leads and lifts etc complete (with Nallah stone ). | item 10 | 420.15 | Cum |
| 11 | 11 | Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 iincluding all carriages of materials by MT, leads and lifts etc complete. (with Nallah stone ). | item 11 | 829.44 | Cum |
| 12 | 12 | Filling Available excavated earth in trenches as per drawings & Technical specification Clause 305.3.9 | item 12 | 12.63 | Cum |
| 13 | 13 | Providing and laying reinforced cement concrete NP3 pipes conforming to IS 458:2003 for culverts material in single row including fixing collar with cement motar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages, handling, re-handling and including cost of pipes complete. 1000mm Dia. | item 13 | 22.5 | Mtr. |
| 14 | 14 | Prepration of Sub Grade by way of Compacting Original ground Supporting Sub grade , loosening of the ground upto a level of 300mm below the Sub grade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for sub grade construction as per Technical Specification clause 303.5.2 Including Clearance of Longitudinal Drain , Surface Corrections by way of Filling of Ruts, Clerance of Land slides where ever exists , Removal of vegetation of all sorts inlcluding all leads & lifts and safe disposal of the same without damaging public property /Private Properties (Complete Job) \n\n\n\n\n\n\n | item 14 | ||
| 15 | 14.01 | Km 1st | item 15 | 1 | Km |
| 16 | 14.02 | Km 2nd | item 16 | 1 | Km |
| 17 | 14.03 | Km 3rd | item 17 | 1 | Km |
| 18 | 14.04 | Km 4th | item 18 | 1 | Km |
| 19 | 14.05 | Km 5th | item 19 | 1 | Km |
| 20 | 14.06 | Km 6th | item 20 | 1 | Km |
| 21 | 14.07 | Km 7th | item 21 | 1 | Km |
| 22 | 14.08 | Km 8th | item 22 | 1 | Km |
| 23 | 14.09 | Km 9th | item 23 | 1 | Km |
| 24 | 14.1 | Km 10th | item 24 | 1 | Km |
| 25 | 14.11 | Km 11th | item 25 | 1 | Km |
| 26 | 14.12 | Km 12th | item 26 | 1 | Km |
| 27 | 14.13 | Km 13th RD 700 | item 27 | 0.7 | Km |
| 28 | 15 | Construction of Granular Sub-Base by providing Well Graded Material,(Table 400.1) 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 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all carriages of materials by MT, leads and lifts etc complete for Grading II Material. | item 28 | 7029 | Cum |
| 29 | 16 | Providing, laying, spreading & compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse agg. Watering and compacting to the required density grading III as per Technical Specification Clause 405. including all carriages of materials by MT, leads and lifts etc complete. By Mechanical Means | item 29 | 3214 | Cum |
| 30 | 17 | Providing & laying 50 mm thick bituminous macadam wearing coat with hard mix plant using crushed aggregates of Grading as per Table 500.4 premixed with bituminous binder, transporter to site laid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compaction as per Technical Specifications Clause 504 including all carriages of materials by MT, leads and lifts etc complete. | item 30 | 2143 | Cum |
| 31 | 18 | 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 technical specification clause 502 including all carriages of materials by MT, leads and lifts etc complete. (Low Porosity) | item 31 | 42862 | Sqm |
| 32 | 19 | Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503 including all carriages of materials by MT, leads and lifts etc complete. | item 32 | 42862 | Sqm |
| 33 | 20 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 82-100KN static roller capacity , finished to required level and grades to be followed by Seal Coat of either Type-A or Type-B or Type-C as per technical specification clause 508 including all carriages of materials by MT, leads and lifts etc complete. By Mechanical Means : Bitumen (S-90) | item 33 | 42862 | Sqm |
| 34 | 21 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including all carriages of materials by MT, leads and lifts etc complete. By Mechanical Means : Bitumen (S-90) | item 34 | 42862 | Sqm |
| 35 | 22 | Construction 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 requirements of Table 300.2 as per technical specification clause 303.1 including all carriages of materials by MT, leads and lifts etc complete. | item 35 | 5358 | Cum |
| 36 | 23 | Providing and fixing of Typical PMGSY Citizen Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 02 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG Steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1. | item 36 | 1 | Each |
| 37 | 24 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC:67 made of 2mm thick M.S sheet duly stove enameled paint in white colour in front and grey colour on back with Red reflective boarder of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701. (Semi Reflective Traffic signs): Direction & Place Identification Signs upto 0.9 Sqm Size Board. | item 37 | 38 | Each |
| 38 | 25 | Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. \n Ordinary Km Stone (Precast)\n\n | item 38 | 13 | Each |
| 39 | 26 | Providing and fixing of reinforced cement concrete M-15 Grade Kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703. \n200 mtr. Stones (Precast)\n | item 39 | 64 | Each |
AI Tender Summary
Tender Timeline
Dec 05, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 17, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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