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| 1 | Package.No.AP19PVT105- L045-Bungaput PR Road to Dabuguda of Munchingput (M) in ASR District |
| 2 | Road Part |
| 3 | 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 MORD . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KNto OMC compaction including to a top width of 7.5m and raising to required heightcomplete etc.as perrequirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORDincluding contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete.., complete. |
| 6 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 7 | Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectivelyand spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC withvibratory roller 80-100 kN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 8 | Construction of Cement treated Gravel Sub base using4.50 per centquantity of cement by weight of soil (percentage of cement will vary by Design Mix) and by Providing, laying and spreading well graded meterial (i.e9.5 mm to 4.75 mm size Gravel of 66% and crusher dustof size < 2.36mm @ 34%) having LL < 45, PI < 20 & Uniformty coefficient (Cu) > 5 on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mix shall be designed for a minimum laboratory 7 days unconfined compressive strength of not less than 1.7 MPa (17 Kg/cm2)for sub-base and mixing in place with rotavator, grading with the tractor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base as per MORD Technical Specification Clause 404,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete. |
| 9 | Construction of Cement treated Granular Base by providing, laying and spreading crushed rock materials ( as per table 400.4 of MoRTH i.e.., using crushed stone materials of 37.5 to 9.50mm @ 32.50%, 9.50 to 4.75mm @ 5% and 4.75mm to 75 microns @62.50% ) on a prepared sub base by adding 5.5per centquantity of cement by weight ( i.e.., at 110 Kgs/Cum of finished qty of item, the mix shall be designed for a minimum laboratory test for 7 days unconfined compressive strength and not less than 3.00 MPa(30 Kg/cm2) ) for base course and mixing in place with rotavator, grading with the tractor grader and compacting with the vibratory roller 8-10 Tonnes capacity at OMC to achieve the desired unconfined compressive strengthand to form a layer of Base, as per MORTH specification 403,including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.as per clause 403.2 and Table 400.4 for Cement Treated crushed rock base |
| 10 | Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., completefor Prime Coat |
| 11 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., completefor Tack Coat |
| 12 | Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates as per Table 500.15 of MORD using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant by manual means, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507 MORD\"2014, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 13 | Road Furniture |
| 14 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast) for Ordinary KM Stone |
| 15 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast) for 200 M Stone |
| 16 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing.Three boards made of encapsulated lens type Retro reflective sheetingas per IRC 67fixed over Alluminium Composite Material of 4mm thickness fixed on a frmaeMS angle25x25x5mm alround edges and MS flats 25x5mm in the middle as per Drawings, The lower plate andmiddle plate will be welded to 2 nos 75mmx75mm x6mm tubes posts welded withMS base plate of 200x200x5mm thickat bottom duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate welded to middle plate by 47mmx47mm X6mmsMS squaretube duly supported by47mmx47mmx6mm MS square tube in betweentwo vertical posts .Lettering, colour,band, diagrams, specifications etc., complete as per MORD specifications. and paining with epoxy paintin required shade 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 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 17 | Providing and fixing of Maintenance information boardas per MoRD specifications and drawings made ofencapsulated lens type Retro reflective sheeting as per IRC:67 fixed over Alluminium Composite Material of 4mm thicknessand size of 900 x 1500 mmon a frame made up of 25X25X6mm thick MS angles andMS flats 25x5mm in the middleand welded to MS flat Iron plates 75 x 5 mm size on back and welded to 75 mm x 75mm x6mm MS hollow square tube frame of height 3.00m as per the drawing and ,The75 mm x 75mm x6mm MS hollow square tube welded with base MSplate of 300x300x5mm thickat bottom and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level.Lettering, colour,band, diagrams, specifications etc., complete as per MORD specifications. and paining with epoxy paintin required shade 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 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 18 | Providing and fixing of Citizen informationboard as per MoRD specifications and drawings.The two boards made ofencapsulated lens typeRetro reflective sheetingas per IRC 67fixed over Alluminium Composite Material of 4mm thickness fixed ona frame MS angle25x25x5mmalround edges MS flats 25x5mm in the middleas per Drawings,and size of 900 x 750 mm (2Nos)welded toMS Flat iron plates75 x 5 mm size on back and welded to 75x75x6mmmild steel tube frame of height 3.05m as per the drawing The 75mm x75mmx6mm MS hallow tubes welded with 300x300x5mm MS plateat bottomand embedded in tocement concrete M15 grade of size 600x600x750 mm, 600mm below ground level.Lettering, colour,band, diagrams, specifications etc., complete as per MORD specifications. and paining with epoxy paintin required shade 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 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 19 | Providing & fixing of typical PMGSYLOGO Boardas per MORD secifications and drawing. two boards made ofencapsulated lens type Retro reflective sheeting as per IRCfixed over Alluminium Composite Material of 4mm thickness fixed on a frameMS angle25x25x5mm alround edges and Ms flat of 25mmx5mm in middleas per Drawings,The Top plate will be welded to1 no 75mmx75mm x6mm MS Square tube posts welded with MS base plate of 200x200x5 mm at bottomduly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level.TheBottom Plate will be welded MSsquaretube. Lettering, colour,band, diagrams, specifications etc., complete as per MORD specifications. and paining with epoxy paintin required shade 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 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 20 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory signboards as per MoRD specifications and drawings made of encapsulated lens type reflective sheetingas per IRC:67fixed over aluminium sheeting 4 mm thickfixed on a frame 25x25x5mm MS angles alround and mS flat 25mm x5mm in the middlesupported on75mmx75mm x6mm MS Square tube posts welded with MS base plate of 200x200x5 mm at bottomfirmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level . Lettering, colour,band, diagrams, specifications etc., complete as per MORD specifications. and paining with epoxy paintin required shade 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 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., completeat Speed breakers near Junctions,T Boards at junctions ,Prohibited boardsat junctions (triangle of size 600 X 600mm size) |
| 21 | Providing and erecting direction and place identification retro-refectorised sign as per MoRD specifications and drawings made of encapsulated lens type refective type sheeting as per IRC 67fixed over aluiminium sheeting,4mm thick with area not exceeding 0.90 sqm board fixed on a frame25x25x5mm MS angles alround and MS flat 25mm x5mm in the middle supported on 75mmx75mm x6mm MS Square tube posts welded with MS base plate of 200x200x5 mm at bottom, firmly fixed to ground by means of propoerly designed foundation with M15 grade cement concrete 450x450x600 mm,600 mm below groubd level .Lettering, colour,band, diagrams, specifications etc., complete as per MORD specifications. and paining with epoxy paintin 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 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 22 | Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 23 | Constuction of single row 1000 mm Dia pipe culverts (3Nos) |
| 24 | 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 contractors profit & Over head charges, but excluding GST etc., complete- For Foundations |
| 25 | Fillingin foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 26 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size 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 |
| 27 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts |
| 28 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes(P/E) - For Pipe Culverts |
| 29 | Name of the sub Work: Construction of 1V-4.0 m span RCC slab culvert -1 No |
| 30 | 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 contractors profit & Over head charges, but excluding GST etc., complete- For Foundations |
| 31 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size 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 exluding GSTand seigniorage charges etc., complete For levelling course |
| 32 | 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 Raft slab |
| 33 | Providing concrete for plain concrete M 15grade 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. |
| 34 | Plain cement concrete M 15 grade 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 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & wing walls of slab culvert, Retaining walls |
| 35 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) 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 contractors profit & Over head charges, but exluding GSTand seigniorage charges etc., complete (upto 5m height) for Bed Blocks. |
| 36 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but exluding GSTand seigniorage charges etc., complete upto 5m height. - For Super Structure (Deck slab) |
| 37 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- |
| 38 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete |
| 39 | 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 MORTH including contractors profit & Over head charges, but exluding GSTand seigniorage chargese etc., complete |
| 40 | Supplying, fitting and placing HYSD bar FE 500 reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Foundation |
| 41 | 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 contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures - For Sub Structures |
| 42 | Supplying, fitting, and placing HYSD bar reinforcement FE 500in 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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures |
| 43 | Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
