Tender For Re-Surfacing Of Black Top Road With Side Drain And Covering Starting From Old Police Station Satellite Colony Connecting Austinabad Main Road Via Andal Basti Road, Prothrapur In Ward No. 20 Under Sd-Iii, Cd-Ii, Apwd, Prothrapur. Sw :- Cons
Tender Overview
Project Description
Tender for Re-Surfacing Of Black Top Road With Side Drain And Covering Starting From Old Police Station Satellite Colony Connecting Austinabad Main Road Via Andal Basti Road, Prothrapur In Ward No. 20 Under Sd-Iii, Cd-Ii, Apwd, Prothrapur. Sw :- Construction Of cement concrete Lining And Drainage Improvement Works At Andal Basti.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 4 | Foundations, footings, bases of columns, etc. for mass concrete |
| 5 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 6 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 7 | 12 mm cement plaster of mix: |
| 8 | 1:4(1 cement: 4 fine sand) |
| 9 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. |
| 10 | Using grade A sealing compound conforming to IS: 1834 |
| 11 | Desilting of filled sludge, sediment,silt and heavy weed growth algae feom the existing CC drain/Nallah in order to smooth flow of storm water etc, and disposal of the same upto a distance of 50m outside the periphery of the area cleared and lift upto 1.50m |
| 12 | Manufacturing, supplying and fixing retro reflective sign boards made up of 3 or 4 mm thick Aluminium Composite Panel (ACP/Alcopanel Sheet), face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2012 pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of G.I. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. G.I. angles of size 35x35x5 mm to a vertical post made up to G.I. angle section ISMT 50x50x6 mm welded with base plate of size 150x150x5 mm at the bottom end ,firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level and including making holes in pipes, angles flats, providing & fixing G.I. message plate of required size, sanglel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical G.I-angle support to be painted in black and white colours) including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. |
| 13 | Mandatory/ Regulatorysign boards of 600 mm diametre and Cautionary/warning equilateral triangle shape having each side of 600mm with support length of 3200 mm |
| 14 | Cautionary /warning sign boards of equilateral triangular shape having each side of 600 mm with support length of 3200 mm |
| 15 | Cement concrete 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 16 | Providing extra lead for head-load carriage of cement concrete beyond an initial lead of 50 m for laying CC lining along roadsides in congested and inaccessible stretches, including loading, unloading, manual carriage of concrete from the mixing point to the actual laying location, handling, Kadai/Basket and other incidental charges, complete as directed by the Engineer-in-Charge: |
| 17 | Extra head lead upto 300 m |
| 18 | Earth work in excavation by manual means (without use of hydraulic excavator/machinery) 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, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 300 m. |
| 19 | All kinds of Soil Please Enable Macros to View BoQ information |
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Tender Published
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