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Tender Cancellation No. 2105
Up-gradation of Rural Road Connect from Subcenter to Monimohan Biswas House Gandinagar ward 3 to Old Jetty 17 family to 8 family Sea Beach via sub center Starting from Sagardeep old jetty to Smith village sea shore under PMGSY-III, Batch-I, 2024-25
No Bids received
cancelled_1.pdf
Tender Value
₹7.6 Cr
EMD Value
₹15.3 L
Closing Date
11 May 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Up-gradation of Rural Road Connect from Subcenter to Monimohan Biswas House Gandinagar ward 3 to Old Jetty 17 family to 8 family Sea Beach via sub center Starting from Sagardeep old jetty to Smith village sea shore under PMGSY-III, Batch-I, 2024-25..
2026_APWD_147342_1
Pacage No AN03DP306
Open Tender
Civil Works - Roads
365 days
Smith Island village, Diglipur
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Executive Engineer, CD, APWD, Diglipur
₹15.3 L
SE, CC-I, APWD, Sri Vijaya Puram
23 May 2026
23 Apr 2026
11 May 2026
23 Apr 2026
11 May 2026
30 Apr 2026
23 Apr 2026 - 30 Apr 2026
28 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1PAVEMENT WORK Clearing and grubbing road land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 | ||||||
| 2Construction of Embankment with Material Obtained from Roadway Cutting Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. | ||||||
| 3Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | ||||||
| 4Construction of Subgrade and Earthen Shoulders 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. | ||||||
| 5Granular Sub-base with Well Graded Material (Table 400.1) GSB grade III 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. Material : 9.5 mm to 4.75 mm @ 35 per cent = 0.447 cum, 4.75 mm to 2.36 mm @ 12.5 per cent = 0.160 cum, 2.36 mm below @ 52.5 per cent = 0.672 cum, Water = 0.100 kilolitre. | ||||||
| 6Panelled cement concrete pavement (500mm X 500mm) Construction of panel concrete pavement 125mm thick with M30 grade concrete over a properly prepared and cambered sub base having CBR value not less than 20 with 43 grade cement (OPC) or any other type as per clause 1501.2.4 of specification for rural roads. coars and fine aggregates conforming to IRC 44 &IS 383 alongwith cement are to be mixed in a concrete mixer having capacity not less than 0.2 cum and appropriate weigh batcher using approved mix design as per IRC44-2088.Concrete preferably having a slump of about 70 to 80mm with use of approved plastcizer if required shall be laid in approved fixed side form work (steel channel ,laying and fixing of 125 micron thick polythene sheet over the sub base layer wedges steel plants including leveling the formwork) spreading the concrete with shovels,rakes, compacted using needle/screwed/plate vibrators and finished in continuous operation including provision construction joints using bonding agents and expansion joints applying debonding strips ,primer,sealant,dowelbars,near approaches to bridge and culverts complete . surface of the pavement should paneled of size 500mmx500mm having a distinct groove of about 3mm wide and/or 1/3rd the depth of concrete using diamond saw immediately on the next day morning of the previous days casting of M30 grade concrete including lighting,guarding,barricating etc. complete. after cutting the grooves the concrete should be well cured for at least 14 days for achieving proper strength as per direction of Engineering in charge. if required casting of pavement may be taken up in appropriate width of the carriageway in phases to allow uninterrupted movement of padestrians and light vehicular traffic. Material : Cement -43 grade = 0.400 t, Fine sand = 0.450 cum, 20 mm aggregate (22.4 mm) = 0.540 cum, 10 mm aggregate (11.2 mm) = 0.360 cum, Bitumen Primer SS-1 1400 @ 200 ml per Joint = 28000 ml/1.087 gm per ml = 0.516 Mt/75 cum -6.88 kg, Polythene sheet 125 Micron = 750 sqm, Plasticizer 50% of cement Quantity = 15 l, water = 18 kl.. | ||||||
| 7Dry Lean Concrete Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 M 15 grade concrete. | ||||||
| 8ROAD SAFETY WORK Retro-reflectorised Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary. mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | ||||||
| 8.01 | i) 600 mm equilateral triangle | - | each | - | - | 9 |
| 8.02 | ii) 600 mm circular | - | each | - | - | 10 |
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