Panchayat Raj Department has published tender for CIVIL work - Bridge Work Pkg No Ap05piii Amphlb1 Construction Of H L B Across Drain At Km 0 . 700 Of Amalapuram Black Bridge To Mukkamal Lock In Amalapuram Mandal In East Godavari District 3Rd Call. Submission Date for this Tender is 07-06-2021. Drainage Tenders in Amalapuram Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Package.No.AP05PIII AMPHLB1 - Construction of H L B across Drain at Km 0.700 of Amalapuram Black Bridge to Mukkamal Lock in Amalapuram Mandal | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Package.No.AP05PIII ANP 01 - Providing BT to the Road from Anaparthi to mNo.AP05PIII AMPHLB1 - Construction of H L B across Drain at Km 0.700 of Amalapuram Black Bridge to Mukkamal Lock in Amalapuram Mandal.\nSub-work : Construction of 3 Spans of 10.76m H L Bridge | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | \nEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavateded suitable material as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges.( Ordinary Soil, Mechanical means, Upto 3m depth) | BI01010001010000000000000515BI0100001113 | 364.24 | 1 Cum |
| 3 | 1.02 | 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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges.( Ordinary Soil, Mechanical means, Upto 3m depth) | BI01010001010000000000000515BI0100001114 | 2505.24 | 1 Cum |
| 4 | 1.03 | Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges. | BI01010001010000000000000515BI0100001115 | 115.5 | 1 Cum |
| 5 | 1.04 | Providing concrete for plain concrete M 15 grade for Pipe bedding using 40 mm Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Levelling course | BI01010001010000000000000515BI0100001116 | 115.5 | 1 Cum |
| 6 | 1.05 | Providing concrete for reinforced concrete M 30 grade (Design Mix) in open foundations using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges. For Raft | BI01010001010000000000000515BI0100001117 | 277.98 | 1 Cum |
| 7 | 1.06 | Plain cement concrete M25 grade (Design Mix) using 40, 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete for Footings | BI01010001010000000000000515BI0100001118 | 180.91 | 1 Cum |
| 8 | 1.07 | Plain cement concrete M25 grade (Design Mix) using 40, 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete for Sub structures Up to 5.00mts for Abutments and Piers, Cut waters | BI01010001010000000000000515BI0100001119 | 186.54 | 1 Cum |
| 9 | 1.08 | Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges upto 5m height. for Bed Blocks | BI01010001010000000000000515BI0100001120 | 14.07 | 1 Cum |
| 10 | 1.09 | Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges upto 5m height. for Deck Slab | BI01010001010000000000000515BI0100001121 | 197.31 | 1 Cum |
| 11 | 1.1 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges & Contractors profit but excluding cost of steel and GST and Seigniorage charges. for Wearing Coat | BI01010001010000000000000515BI0100001122 | 18.12 | 1 Cum |
| 12 | 1.11 | Construction of R.C.C. railing of M 25 grade (excluding cost of reinforcement) in cast-in-situ with 20 & 10 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD ,including contractors profit & Over head charges, but excluding GST and Seigniorage chargese etc., complete for Railing | BI01010001010000000000000515BI0100001123 | 65.84 | 1 RM |
| 13 | 1.12 | P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges. Levelling course below approach slab | BI01010001010000000000000515BI0100001124 | 6.77 | 1 Cum |
| 14 | 1.13 | Reinforced Cement Concrete M 30 grade approach slab using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1211 MORD / 1500, 1600, 1700 & 2704 MORTH ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges. Approach Slabs | 13.55 | 1 Cum | |
| 15 | 1.14 | Provision and laying Filter Media with granular crushed aggregates as per specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind Abutments wing walls and return walls to the full height and compacted to firm conditions etc complete including cost and conveyance of all materials and labour charges etc. complete for finished item of work as per MORD clauses 1204.3.8 including overhead charges & Contractors profit but excluding GST and Seigniorage charges for behind abutments L/s and Behind abutments R/s | 50.7 | 1 Cum | |
| 16 | 1.15 | Providing and laying boulder appron/ Revetment for bed protection with stone boulders of minimum size of stone 400mm dia as per table 1300, each stone weight not less than 130 kgs including cost and conveyance of all materials and labour charges etc. complete as per drawing and technical specification clause 1301 including overhead charges & Contractors profit but excluding GST and Seigniorage charges | 285.9 | 1 Cum | |
| 17 | 1.16 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc., complete - For Foundation | 13.9 | 1 MT | |
| 18 | 1.17 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc., complete- For Sub Structure | 1.5 | 1 MT | |
| 19 | 1.18 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1001 and 1401 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc., complete - For Super Structures | 25 | 1 MT | |
| 20 | 1.19 | Supply and fixing of 25.4mm thick Mastic pads for expansion joints including cost and conveyance of all materials and all labour charges etc.including overhead charges & Contractors profit but excluding GST and Seigniorage charges | 25.35 | 1 Sqm | |
| 21 | 1.2 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 MORD / 2706 & 2200 MORTHincluding overhead charges & Contractors profit but excluding GST and Seigniorage charges etc., complete | 360 | 1 No. | |
| 22 | 2 | Sub-work : Constructon of RCC Protection wall on four sides of the Bridge | BI01010001010000000000000515BI0100001127 | ||
| 23 | 2.01 | 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 and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305,1101.4 of MORD including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc complete for Retaining wall | BI01010001010000000000000515BI0100001128 | 66 | 1 Cum |
| 24 | 2.02 | Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc complete | BI01010001010000000000000515BI0100001129 | 17.47 | 1 Cum |
| 25 | 2.03 | Providing 300mm dia. DUR Piles to 3.75 M depth with using RCC M20 design mix using 20mm and 10mm HBG Chips with reqd qty of steel including cutting pile, layiing concrete, including T&P charges and all labour charges etc.,complete as per technical specifications clauses 800 MORD and 2702 including overhead charges & Contractors profit but excluding GST and Seigniorage charges | BI01010001010000000000000515BI0100001130 | 20 | 1 No. |
| 26 | 2.04 | Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) for caping beam | BI01010001010000000000000515BI0100001131 | 2.16 | 1 Cum |
| 27 | 2.05 | Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) for Raft Slab | BI01010001010000000000000515BI0100001132 | 10.8 | 1 Cum |
| 28 | 2.06 | Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) for Retaining wall | BI01010001010000000000000515BI0100001133 | 30 | 1 Cum |
| 29 | 2.07 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc., complete for foundations | BI01010001010000000000000515BI0100001134 | 1.572 | 1 MT |
| 30 | 2.08 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc., complete- For Sub Structure | BI01010001010000000000000515BI0100001135 | 4.296 | 1 MT |
| 31 | 2.09 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe 6kg/sqm 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 MORD / 2706 & 2200 MORTH including overhead charges & Contractors profit but excluding GST and seigniorage charges - | BI01010001010000000000000515BI0100001137 | 10 | 1 No. |
| 32 | 3 | Sub-work : Road safety interventions | BI01010001010000000000000515BI0100001139 | ||
| 33 | 3.01 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three Alluminium Composite Material as per Drawings, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 MORD including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc., complete | BI01010001010000000000000515BI0100001140 | 1 | 1 No. |
| 34 | 3.02 | Providing and fixing of Maintenance information board as per IRC:67 made of type Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over Alluminium Composite Material of 4mm thickness and size of 900 x 1500 mm on a frame made up of 25X25X6mm thick MS angles and 25x 5mm MS Flats and welded to welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm x 75mm x6mm MS hallow squar tube frame of height 3.00m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm dia steel tubes welded with 50 x 50x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete. | BI01010001010000000000000515BI0100001141 | 1 | 1 No. |
| 35 | 3.03 | Providing and fixing of Citizen information board as per MoRD specifications and drawings. The board will be a composite unit consisting of 2 MS plates of 1.6 mm (16SWG) thickness and size of 900 x 750 mm welded over welded MS Flat iron plates 50 x 5 mm size on back and welded to 75 mm 3.65 mm thick (B class) steel tube frame of height 3.05m as per the drawing and painted colour, lettering, colour, band, diagrams, specifications. the 75mm dia steel tubes welded with 50 x 50x 6mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600x600x750 mm, 600mm below ground level as per MoRD specifications clause 1701including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc., complete | BI01010001010000000000000515BI0100001142 | 1 | 1 No. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
