Tender For Repair And Maintenance Of Samiti Road From Sasodhar Roy Chalk To Nabin Biswas House At Ward No.06 Under Gram Panchayat, Nabagram.
Tender Value
62.05 Lakhs
Estimated cost
Bid Submission
24 Feb 2023
0 days left
EMD
1.24 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nabagram → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair And Maintenance Of Samiti Road From Sasodhar Roy Chalk To Nabin Biswas House At Ward No.06 Under Gram Panchayat, Nabagram.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : |
| 2 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. |
| 3 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 4 | On bituminous surface @ 0.50Kg/Sqm |
| 5 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum and 4.16 kgs & 4.48 kgs. of shredded waste plastic per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). |
| 6 | With paving Asphalt grade VG - 30 with no solvent |
| 7 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 8 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 9 | All kinds of soil |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 11 | All kinds of soil. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 13 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : |
| 19 | 1:1.5:3 (1 cement: 1.5 Pulverised sand (zone-III) derived fromnatural sources: 3 graded stone aggregate 20 mm nominalsize derived from natural sources). |
| 20 | 6 mm cement plaster of mix : |
| 21 | 1:3 (1 cement: 3 fine sand) |
| 22 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 23 | Routine Maintenance after completion of construction works (Lump-sum Amount for each year per Km.) |
| 24 | For 1st year (Rs. 27,384.63)For 2nd year (Rs. 1,08,497.52)For 3rd year (Rs. 1,52,704.86)For 4th year (Rs. 1,98,629.30)For 5th year (Rs. 2,46,343.64)Maintenance Cost (Fixed)Total 5 year maintenance cost = Rs. 7,33,559.95)(Same rate to be quoted i.e Rs. 7,33,559.95) |
| 25 | For Routine Maintenance, the unit rate indicated by the Authority shall apply. The bidder is requried to accept these rates, Further, the payment shall be performance based. |
AI Tender Summary
Tender Timeline
Feb 16, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 24, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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