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Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
16 Mar 2026, 3:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
SE PR Khammam
O/o SE PR Khammam
Balance work of TS16TKIIIA12-T01-Mutyalampadu x road to Station Thadikalapudi of Tekulapalli Mandal, Bhadradri Kothagudem District, Est. Cost Rs.471.57Lakhs
684527
NIT No.1019/2025-26/PMGSY, dt: 04-03-2026 (4th Call) of SE PR Khammam
OPEN
Road and Drainage Work
BHADRADRI KOTHAGUDEM
20 documents required · 17 mandatory · 3 optional
₹11,800
₹7.6 L
6 Mar 2026
6 Mar 2026
6 Mar 2026
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 etc,. Complete. .
Construction of embankment with approved materials deposited at site from roadway cutting and excaion from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Construction of granular sub-base by providing well graded material(Table 400.1.A) with Grading III Material(HBG M/C chips) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaor at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401.2.1 MORD including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Construction of improved subgrade/ 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 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Providing and applying primer coat with bitumen emulsion (SS-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 ,including contractors profit & Over head charges, but excluding GST etc,. Complete. for Prime Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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,. Complete. for Tack Coat
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder of 3.30%, transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the existing Bitume surfaces & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc,. Complete. for Tack Coat on Bitumen surface.
Providing and laying Bituminous concrete with 100- 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects, including overhead charges & Contractors profit. but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, cement as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Earthwork 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 exceed suitable material as per Technical Specification as per MoRT&H specification 304(5th Revision) ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations
Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
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 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
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 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excaion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including contractors profit & Over head charges, but excluding Seig Charges& GST etc,. Complete. - For Pipe Culverts with - 1000 mm dia Pipes
Earthwork 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 exceed suitable material as per Technical Specification as per MoRT&H specification 304(5th Revision) ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations
Providing concrete for plain concrete M 10 grade 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 ,including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete..For levelling course
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 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
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 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
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 , ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. (upto 5m height) For For piers, side walls, bed blocks
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 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. upto 5m height. - For Super Structure (Deck slab)
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 1206.3 MORD ,including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.
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.
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 Seig Charges, Labour Cess & GST etc,. Complete.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, , including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 6Kgs/Sq.cm 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 including contractors profit & Over head charges, but excluding GST etc,. Complete.
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, , including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
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 MORD including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal (HBG) mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.Leveling Coarse below Approch Slab
Reinforced Cement Concrete M 30 grade Approach slab using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1211 MORD & ,including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. - For Protection Work
Supplying, fitting and placing HYSD bar reinforcement (Fe-500- From Primary producers ,Like TATA,SAIL,VSP, Jindal&Shyam steel Etc, ) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD 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
Supplying, fitting and placing HYSD bar reinforcement (Fe-500- From Primary producers ,Like TATA,SAIL,VSP, Jindal&Shyam steel Etc, ) in Substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD 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
Supplying, fitting, and placing HYSD bar reinforcement (Fe-500- From Primary producers ,Like TATA,SAIL,VSP, Jindal&Shyam steel Etc, ) in Superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD, 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
Earthwork 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 exceed suitable material as per Technical Specification as per MoRT&H specification 304(5th Revision) ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations
Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
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 ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.
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 , ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. (upto 5m height)
Supplying, fitting and placing HYSD bar reinforcement (Fe-500- From Primary producers ,Like TATA,SAIL,VSP, Jindal&Shyam steel Etc, ) in Substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD 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
Reinforced cement concrete M15 grade Kilometre 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 MORTH including contractors profit & Over head charges, but excluding Seignorage charges and GST -Ordinary KM Stones
Reinforced cement concrete M15 grade HM 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 MORTH including contractors profit & Over head charges, but excluding Seignorage charges and GST -200M H.M Stones
Providing and erecting direction and place identifications of semi reflective sign boards up to 0.90 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back 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 1701 MORD including contractors profit & Over head charges, But Excluding GST.
Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.60mm thick MS sheet, with 600X 600 mm size MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600 mm , 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including contractors profit & Over head charges, But Excluding GST
Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.
Cost, supply and Painting on road of Thermoplastic Paint including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.
Rountine maintanance for 1 st year
Rountine maintanance for 2 nd year
Rountine maintanance for 3 rd year
Rountine maintanance for 4 th year
Rountine maintanance for 5 th year
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