Public Works Department-PWD has published B . T . Renewal Of Approach Road Air Strip Chorahata Vikram Bridge To Padra ( A . G . Coll . ) And Degr . Collge Campus Rewa ( M . P . ) Length 6 . 00 Kms. Submission Date for this Tender is 31-10-2019. Road Work Tenders in Rewa Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: B.T. RENEWAL OF APPROACH ROAD AIR STRIP CHORAHATA VIKRAM BRIDGE TO PADRA (A.G. COLL.) AND DEGR. COLLGE CAMPUS REWA (M.P.) LENGTH 6.00 KMS | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 10.1 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm\nRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 | 3033.75 | Sqm. | |
| 2 | 2 | 10.2 Built-Up-Spray Grout. \nProviding, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm. | 2250 | Sqm. | |
| 3 | 3 | 10.5 Repair of old Joints Sealant. \nRemoval of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material | 4000 | RM | |
| 4 | 4 | 4.8 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. \nII Grading- II (53 to 22.4mm) | 168.75 | Cum | |
| 5 | 5 | 5.2 Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications\n(i) @ 0.25 kg per sqm (normal bituminous surfaces) | 23356 | Sqm. | |
| 6 | 6 | (iv) @ 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed. | 2250 | Sqm. | |
| 7 | 7 | 5.8 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification. \n(i) Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour | 25606.8 | Sqm. | |
| 8 | 8 | 5.10 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification.\nCase - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification. | 25606.8 | Sqm. | |
| 9 | 9 | 4.13 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400.\nA Earthen Shoulders (CBR value >7) | 1500 | Cum | |
| 10 | 10 | B Hard Shoulders (CBR value >12) | 3037.5 | Cum | |
| 11 | 11 | 6.14 Providing and Laying Half round Reinforced Cement Concrete Pipe as per design in Single Row. \n Providing and laying half round reinforced cement concrete pipe Np2 type conforming to IS 458-2003 for drains in single row including joint filling with cement mortar 1:2 but excluding excavation, bedding, protection works, backfilling etc. complete.\ni) NP2 Pipes 600 mm dia | 20 | Mtr. | |
| 12 | 12 | ii) NP2 Pipes 500 mm dia | 50 | Mtr. | |
| 13 | 13 | 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface \nProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications. | 1000 | Each | |
| 14 | 14 | 8.28 Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 | 1000 | Each | |
| 15 | 15 | 8.10 Printing new letter and figures of any shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade \n (i) Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) | 2000 | Per Ltr. | |
| 16 | 16 | 8.12 Painting on Steel Surfaces Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade | 21.6 | Sqm. | |
| 17 | 17 | 8.3 Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. \niv) 80 mm x 60 mm rectangular | 6 | Each | |
| 18 | 18 | vi) 60 cm x 60 cm square | 5 | Each |
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