Tender For Up Gradation Of Various Road -T11-Bermiok Bazaar To Berthang Via Middle Martam
Tender Value
6.42 Crore
Estimated cost
Bid Submission
29 Feb 2024
0 days left
EMD
16.06 Lakhs
Bank guarantee accepted
Document Fee
50000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
gyalshing → Sikkim
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Up Gradation Of Various Road -T11-Bermiok Bazaar To Berthang Via Middle Martam
BOQ
| Sl. No. | Item Description |
| 1 | T11-Bermiok Bazaar to Berthang via Middle Martam |
| 2 | Flexiable Pavement |
| 3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 4 | Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means |
| 5 | Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent neededto maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 |
| 6 | Dismentaling |
| 7 | Below foundation |
| 8 | Slab |
| 9 | Removing Pipe |
| 10 | 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 requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.Only shoulder portion |
| 11 | Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3per centslaked lime having minimum content of 70 per centof CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade (Rate as per SOR2020) |
| 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 roller to achieve the desired density, complete as per Technical Specification Clause 401 |
| 13 | Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base |
| 14 | CTB |
| 15 | Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502 |
| 16 | TACK COAT-> |
| 17 | Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503 |
| 18 | Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type \"B\") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge |
| 19 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion) |
| 20 | Carriage on Surface road |
| 21 | Carriage on Un Surface road |
| 22 | Loading & Unloading |
| 23 | Cost of Haulage for Lime |
| 24 | Carriage on Surface road |
| 25 | Carriage on Un Surface road |
| 26 | Loading & Unloading |
| 27 | Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB) |
| 28 | Carriage on Surface road |
| 29 | Carriage on Un Surface road |
| 30 | Loading & Unloading |
| 31 | Stone Chips For CTB |
| 32 | Carriage on Surface road |
| 33 | Carriage on Un Surface road |
| 34 | Loading & Unloading |
| 35 | Stone Chips For MSS |
| 36 | Carriage on Surface road |
| 37 | Carriage on Un Surface road |
| 38 | Loading & Unloading |
| 39 | Road Furniture |
| 40 | Informatory Sign board with Logo |
| 41 | Fixing of citizen board |
| 42 | Maintenance Information board |
| 43 | 900mm equilateral triangle |
| 44 | ii)600mm Circular |
| 45 | Fixing of 5th KM stone |
| 46 | Fixing of Ordinary KM stone |
| 47 | Fixing of 200mtr stone |
| 48 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 49 | Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810). |
| 50 | Slip Clearance |
| 51 | Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete. |
| 52 | Throwing of Spoils |
| 53 | Haulage |
| 54 | H.S. Drain |
| 55 | Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) inside walls thickness of 23 cm (hill side) and 30 cm (road side)and 1:3:6 (20 mm & down) base concrete of thickness of 15 cmwith standard specification over 15 cm stone soling including providing & laying guard stones complete, as per thedirection of theEngineer in Charge. As per Clause 13.2 of SOR other works |
| 56 | Providing and laying standard \"V\" shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mixof 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction ofthe Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling) |
| 57 | Carriage of Stock Materials (Cement ) |
| 58 | Carriage on Surface road |
| 59 | Carriage on Un Surface road |
| 60 | Loading & Unloading |
| 61 | Carriage of Non-Stock Materials (Sand ) |
| 62 | Carriage on Surface road |
| 63 | Carriage on Un Surface road |
| 64 | Loading & Unloading |
| 65 | Carriage of Non-Stock Materials (Stone Chips ) |
| 66 | Carriage on Surface road |
| 67 | Carriage on Un Surface road |
| 68 | Loading & Unloading |
| 69 | Carriage of Non-Stock Materials (Stone ) |
| 70 | Carriage on Surface road |
| 71 | Carriage on Un Surface road |
| 72 | Loading & Unloading |
| 73 | Protection Work |
| 74 | 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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material. |
| 75 | Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means) |
| 76 | Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% cleanhard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction ofEngineer in Charge. |
| 77 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each. |
| 78 | Providing and laying parapet of standard size on 1:2:4(1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) plum concrete and plastering with 1:4 mix cement mortar of 12mm thick with recron 3S with lime washing three or more coats, complete as per thedirection ofthe Engineer- in- Charge.As per Clause 12.10 of SOR other works |
| 79 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 20 kgs each..As per Clause 15.2 of SOR other works |
| 80 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base |
| 81 | Stone masonry in cement mortar for substructure completeas per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3) |
| 82 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material |
| 83 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material |
| 84 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 |
| 85 | Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 86 | Carriage of Stock Materials (Cement ) |
| 87 | Carriage on Surface road |
| 88 | Carriage on Un Surface road |
| 89 | Loading & Unloading |
| 90 | Stock Material (G.I wire) |
| 91 | Carriage on Surface road |
| 92 | Carriage on Un Surface road |
| 93 | Loading & Unloading |
| 94 | Carriage of Non-Stock Materials (Sand ) |
| 95 | Carriage on Surface road |
| 96 | Carriage on Un Surface road |
| 97 | Loading & Unloading |
| 98 | Carriage of Non-Stock Materials (Stone Chips ) |
| 99 | Carriage on Surface road |
| 100 | Carriage on Un Surface road |
| 101 | Loading & Unloading |
| 102 | Carriage of Non-Stock Materials (Stone ) |
| 103 | Carriage on Surface road |
| 104 | Carriage on Un Surface road |
| 105 | Loading & Unloading |
| 106 | Cross Drainage Work |
| 107 | RCC SLAB CULVERT |
| 108 | 1X1X1.5 |
| 109 | 1X2X2 |
AI Tender Summary
Tender Timeline
Feb 23, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 29, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 29, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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